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Miscellaneous - 440 GREAT POND ROAD 4/30/2018
YYa G.�, t v, ..✓�aQA _ _ _ . _. , OU'ROMG HLE f pORTy O� 9SSACHUSE 16000sgood Street Building 20, 2b35 North Andover MA 01 Tel: 978-688-9545 Fax: 978-688-9542 COMPLAINT FOR INVESTIGATION DATE: 24I I Z d4� A Tel #: FROM: ADDRESS: 440 Complaint Against: ELECTRICAL: PLUMBING: GAS: BUILDING CONTRACTOR: PROPERTY OWNER: OTHER: ���t rens Ia o Nubj Via Q-e— Signed: QQ� 6 �p �L f tkORTH 1 O S«e. 0"ti0 3't a:1 •D OL I- p DgAT(D�T'y� 9-T CHUS�S 16000sgood Street Building 20, 2035 North Andover MA 01845 Tel: 978-688-9545 Fax: 978-688-9542 COMPLAINT FOR INVESTIGATION DATE: I Z►I12, Tel #: FROM: &e44X� I ADDRESS: 42J5 0"� PAIIJ Complaint Against: ELECTRICAL: PLUMBING: GAS: BUILDING CONTRACTOR: 44o Gre,4 d O-a PROPERTY OWNER: 't-,) ems . a���vss 5-�re OTHER: Cs-" . — -� QA-�eP'asJ 40(4 C,-OJ- Signed: 1 (781) 396-9076 GENERAL CONTRACTORS "1 ._KITCHENS&BATHS I ADDJTION.S" . OARPNTRY r- _ '0 AI,STON STREET F'AINfi1 JG^ ,.A=LA[;DFORD„MA 02155.'"7 • • Early &AsSociateS REALTOR" TheAndovers 'he Real Estate Professianals • Residential I I 63 Park Street,Suite 8•Andover,MA 01810 Office(978)475-1009 Cell(978)360-2265 Fax(978)409-2028 Realtyrock@gmail.com www.debbieforte.com Serving MA Local Roots,Global Connections° v fown of North Andover )ayment Date Monday,August 01,2016 )eposit Number 1708021 )perator Counter pc 1 ACR(BUILDING INSPECTION) $32.60 0 dotal Paid $32.60 :ash $32.60 :hange $0.00 teceipt Number gov00004897 1/21201611:49:01 AM ;ashier Id. treascoll-17 F rioftrH TOWN OF NORTH ANDOVER OFFICE OF BUILDING DEPARTMENT 400 Osgood Street 4°�,re�•p ,y North Andover Massachusetts 01 845 ,SSACHUS�� Telephone(978)688-9545 Gerald A. Brown Fax (978)688-9542 Inspector of Buildings AFFIDAVIT FOR FINAL COST OF CONSTRUCTION In accordance with the provisions o the Massachusetts State Building Code, Article 1, Section 110.4 and 114.2, the total estimated cost of the construction including all related construction costs* of the building located at LIgo 6 rto AZI d ,,,„ amounts to $ 01If-to 1 d0 0 � being theerson referred to as the owner wncr identified below, do solemnly swear that the statements made herein are strictly true and correct and made in good faith. *Related construction costs included all work done with or concurrently with the work contemplated by the Building Permit including demolition, plumbing, heating, electriciqluipment air conditioning painting, carpentry, landscaping, site improvement, etc. Furnishings and portable are not part,�of�he total construction costs. p e i+; ti Signa re of Owner COMMONWEALTH OF MASSACHUSETTS Essex gs January 3 20 12 Then personally appeared the able named Anthony D. DiNapoli and Made an oath that the above statement is true. efore, M � r David F. Bernard0tary Public My Commission Expires: 08/25/2017 OFFICIAL USE: Final Cost: Original Estimate cost of general work: Cost Difference: Additional Fee Required: _ ....... _..... ....... .... .. TO AMEND FEE UNDER PERMIT NO.: Inspectional services Department 2005 F:lfinalcosta liidavitform Strict Cade en%rcement makes the to)vn suer 13c/bre htrYitg,renting, leasing Check:ening Ito-ARDIA:.\I'I'li.\I.S61i1-(15.1 ('UNSI R�.\HON 688-95,io III'ALI'lfoN8-)540 I' _ .- _4�,02 � -- - V- - _ - - FLEET BANK 1782 LECALORIE, INC. BEDFORD, NH 03110 ANTHONY DINAPOLI-PRESIDENT PERSONAL ACCOUNT 54-49/114 11/17/2003 1 23 CENTRAL STREET — ANDOVER,MA 01810 ` * `12,500.00 PAY TO THE Town of North Andover _ $ — ORDER OF **=k*****=k=h*=k*#***=k*=k*=k=k*=k*�=k*=k***#=k*=k=k****=k:k=k=k* DOLLARS t Twelve Thousand Five Hundred and 00/10() u Town of North Andover ^' PO Box 124 North Andover MA 01845 ., AUT4i0 IZEO SIaE NP I MEMO Great Pond Road/Pernrit 010,10 L 2 S0000," 1150001121" 1:01V100495': 93991 7373911' ', .116EL1: �; tbb'Eb :15b`�OOhtt0.1 .115Etit00 ■11 11,000004000011 Ituuad:u►plmq lo}aa3 ow3t 3univNe's 03BUGHIN Str810 VW la'Mud WON tiZ I X08 Od Ianopud tPIONJO Umoy < 00I/00 PUe Pu¢snoqj.tno3 Si Std41104 -- --30 X130 ►*************** ****************** ** ianopud yli UO uA'01 3H101A w c N 00'000't'** w 011 E0 HN '08Od038 3AI80 NaVd 3AIin03X3 LNnoDOV 1VNOSb3d b00Z/S/8 b11:'6b b5. 1N3a1S38d-IIOdVNlO ANOHINV x 011£0 HIJ'02f0J038 'DNI `31801VO3l 71NV}3.L3313 S�tiZ FOR DEPOSIT ONLY TOWN OF NORTH ANDOVER FOR DEPOSIT ONLY FLEET BANK TOWN OF NORTH ANDOVER ACCT. #001410-2612 FLEET BANK ACCT #M4A4n_'%;I� 3 AC..0.+1 vv 1-r'•, •• 1 1 4 1 7 6 L ,I �I 1 •1 � � 1;'lld �•„ 10 f „ ��,atl No I?T. r k Ando er .T Town of tie - (� •- I ,+• to l: .y y dover, MaSS.,. '" �► A .� °'%A Lo s BOARD OF HEALTH Food/Kitchen . PERMIT T 0 Septic System .�.��O A♦ ...........,�I.�!4 .�.�:I..• BUILDING INSPECTOR TMIS CERTIRES THAT... ..................... ..� F«�,aation las permission b erect..®MOv„ '„ buildings on . . ....... .!i1 Aw ................. .. Rough to be occupied in t lntoh..... � t IC...f.v... !1 �e !11t v! Rt?�'�'..C'A.i. himney provided that tfw person as ptlng 06 perndt shah 6 awry resprect conform to terms of the sppliraitlon on foe in Final ttas af!lns, and IN the provisions of Vw Cad and By-laws reWng to the Ins . Alteration and Construction of Buldings in the Town of Wath Andover. I$#*- IbOV% %t Oft G (� �!�i �! AI000 it 40 PLUMBING INSPEt”POR VIOLATION of th Zoning or Buildingt--' ,C0NSTR1-', -,-P0! u Voids Ods Permit. M90 Vhf` WA W 46"f Final PER}, T EXPIRES IIS' 6 M: `,�� I-S UNLE` ST.� TS ELFcrRicaz, INSPECTOR I' Stough Aid_....... ...... .. _.............. sere BUILDING UgSPECTOR Final Permit Regwred to Oct �4ilding GAS nvseFc Display in a Conspi ous Place on the Pre ' -- Do Not Remove Final' No hi ng or Dry W� To ne FIRE DEPARTMENT Until Inspect and Approved by the ng Inspector. lamer street W. SEE REVERSE SIDE ; smoke Det. NORTH 0" Of And 0 No. 344 f ,� COCMICH WICK dower, Mass., �V t 7� DRATED BOARD OF HEALTH PERMIT T Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIRESTHAT Ao4...... ................. ...-...-. ................................................................ Foundation .�� o �w� p1.w+rt Rpt has porrobsion to orect... .. buildings on ... .........................................................................'..._. Rough to be occupied as.. '.... Mi ' ......std ..._. f. ....._. +. .............. Chimney Chim e provided that the person accepting this permit shall in every respect conform to the terms of the application on fife in Final this oftit e, and b the provisions of the Codes and By-Laws misting to the f pecdon, Alteration and Construction of Buildings in the Town of North Andover. 3 7A ) I soft PLUMBING INSPEC'MR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough 'SF`n PERMIT EXPRIES IN 6 MONTHS Final VtL ISwiM UNLESS CONSTRUCTIO ST TS ELECTRICAL INSPECTOR %4 bid tt C.•n"*4 �t,� .................. .......... .......... . . Service ............ BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough asplay in a Conspicuous Place on the Premises -- Do Not Remove Rou Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. f)„ rrwr Street No. SEE REVERSE SIDE Smoke Det. N�rz �rE Of aver o _ O -� It'WAWA ADAATE D ��` HOARD OF HEALTH PERMIT T Fc�d/Kitchen Septic System t j BUlL. m QVSPF,L' M TW CLVM TRAY...... �......__��..._.......���.. .....� . .. #�.{....... ..... . ..... ........ Fa ndacion ua �o .... ...�`.... . .► 4E.. ioioNo A 7 /ft"" atz Cwmr*v _. _..r . ... ............................ Mit pw SMO 1i�s sMM is f �poa a�tin�M rraa loft oa IN � oftoo,s»I ti tir�nrrisfsot of*s �ad -Largo M q» AKI N tai Mason a of b so Tom d f e Amrr. U *3�� � '' VL 1Nmm croa of to zoo$v A Vdds lrr . ate. 40"J94 PERWT DMES N 6 MONTHS CON ST —1 mc swvkv C 1 Iii• cow" Ca%& • Owe +V roR � ycynicRequired to 0=4p), BtdWing AS U48PUCTUIR Rafth a Conspkum Pbce on the Pmdm — Do Nat Rei we , 1O U or Dry Wail To Be DOW ,POW DEPr UMM Inspected OW �pr� by the Building Inspector. Sam 140. ESE:E:REVERSE SIRE s.:alm n� January 3, 2012 440 Great Pond Road, Building Renovation and Addition — Additional work added to original plans. Kitchen Addition, Framing 1 %2 walls with Roof and Floor Joists Reinforced base of bay in front of garage Reframe ceiling on left side front 2"d floor room to make into cathedral ceiling, new steel beam at room over garage, new steel beam in kitchen. Extension of all existing walk ways around house on the original plans, new footing, concrete, blue stone and flagstone. New steal frame for new wood framed roof over all walk ways. 3rd floor attic reframed all existing window holes per engineers plan. ** All SK plans for this work was submitted to the Building Department Location AV 6b T-4 1-2, `� No. Date 1 • TOWN OF NORTH ANDOVER �r+ Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL C7 `7 $ Check -_ v' l !Building Inspector e- NuJ �p ;5 o U 16L-jv,� -a-� NoiANN A\e\Jo\ipr T Q ' 3►d 1 �gvwve of C o c o �d c ► q- f4s so 2c-.• MO ponce �Jl f**4 R Avl3mser lv\A �- CleWve rQtues, %V,%% QI C®9t ivri' 'I'2 -?V1 �krr. P,Je- O s 1'6e, 1 oc44 e�, CA- qo &rt,0- ,)V\3 f-C) N Av6,j#,f MA . S tLu- I• C)'"► aee\(- VC-e\j, e,.j See \47 ,S C A 4-0 con �-,,%( a �� /.�� ��° � ��� � � � 1�.,,s 4 �—� �' ,��. �� neopoStIf -IRST-CL,SS.MAIL Town of North Andover s 08/10i2012 PLANNING DEPARTMENT� • e 0.4 59 COMMUNITY DEVELOPMENT AND SERVICES 1600 Osgood Street, Bldg.20, Suite 2-36 IP 01845 North Andover,Massachusetts 01845 04 L10206376 �/ � D �a r idln_1E .318 5F 1 000 081211 12 RETURN TO SENDER NOT DIELIVERABLE AS ADDRESSED UNABLE TO FORWARD BC: 018451.05161 * 2921-11615 -10-35 o� tyoRTH q TOWN OF NORTH ANDOVER Building Department * - , 1600 Osgood Street yq i 1' Building 2- Suite 2-36 Building Dept ��ssacHus���y North Andover MA 01845 Tel: (978) 688-9545 Fax(978) 688-9542 COMPLAINT FOR INVESTIGATION DATE: '-3 ?..b 12— c)-�>5 -9 TEL#: 0+�Y 7Z-5 w 3l NAME OF COMPLAINTANT: �`� ADDRESS: COMPLAINT TYPE: C16VI�;VWa e2f'P r� t Electrical: Plumbing: Gas: Building: Property Owner: 1 Address: Other: I/11 w.. �D SS Signed: v - �� 2vy,s Complaint Form-Revised 6.2007 i 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS 51.00: continued 2. A townhouse building with an aggregate area less than 12,000 square feet shall be 1 permitted to use a NFPA 13-R system.- Exception. A three unit townhouse building with an aggregate area less than 12,000 square feet shall be permitted to use a NFPA 13-D system. t For the purposes of this section the aggregate area shall be the combined area of all stories of the building and fire walls shall not be considered to create separate buildings.Aggregate area shall include garage area,basement area,and finished attic area. Unfinished attic area shall not be included in aggregate area. R313.2 Replace as follows: R313.2 One-and Two-family Dwellings Automatic Fire Sprinkler Systems. Only one-and two-family dwellings having an aggregate area greater than 14,400 square feet shall have fire sprinklers installed in accordance with NFPA 13D.j Aggregate area for the purpose of this section shall include basements but not garagesr and unfinished attics. Additions to such dwellings with automatic sprinkler systems shall have automatic sprinklers installed in accordance with NFPA 13D. R313.2.1 Delete the text:`Section P2904 or' R314.1 Replace the text"listed in accordance with UL 217"as follows"ph taP1P trir P crook.a a*mc listed in accordance with UL 217 or UL 268. tf i R314.3 Add subsections 4 and 5 as follows: II 4. Near the base of all stairs where such stairs lead to another o 5. For each 1,200 square feet of area or part thereof. V,n R314'.5 Add a section and a subsection: R314.5 Heat Detector. A single heat detector listed for the a' ,\ sir► . 1 installed in: fl 1. Any integral garage("garage under")or attached garage garages do not require a heat detector). I I 2. A new addition attached garage to an existing dwelling. a fire detection system that is compatible with the garage heat J, be interconnected to the existing system. Where the existi compatible with the garage heat detector,the garage heat de � n.^A I �QQ sounder(occupant notification appliance)or compatible heat( device,located in the dwelling and within 20 feet(6096 in garage from the dwelling. The required garage heat de incorporate audible alarm notification nor is any audible noti_ garage. R314.5.1 Heat Detector Placement.For flat-finished ceilings,the single heat detector shall be placed on or near the center of the garage ceiling. For sloped ceilings having a rise to run of greater than one foot in eight feet(305 mm in 2438 mm),the single heat detector shall be placed in the approximate center of the vaulted ceiling but no closer than four inches(102 mm)to any wall. R315.1 Replace as follows: R315.1 Governing Regulations. Carbon monoxide alarms(alarms)for new constriction and . existing dwellings shall be furnished,installed and maintained by the owner in accordance with this section,M.G.L.c. 148,§26F%,527 CMR 31.00: Carbon Monoxide Alarms,248 CMR, NFPA 720 and the manufacturer's instructions. 0 2/4/11 780 CMR-Ei�-hth Edition-216 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS 51.00: continued 2. A townhouse building with an aggregate area less than 12,000 square feet shall be permitted to use 6 NFPA 13-R system.. Exception. A three unit townhouse building with an aggregate area less than 12,000 square feet shall be permitted to use a NFPA 13-D system. For the purposes of this section the aggregate area shall be the combined area of all stories of the building and fire walls shall not be considered to create separate buildings. Aggregate area shall include garage area,basement area,and finished attic area. Unfinished attic area shall not be included in aggregate area. R313.2 Replace as.follows: 8313.2 One-and Two-family Dwellings Automatic Fire Sprinkler Systems. Only one-and two-family dwellings having an aggregate area greater than 14,400 square feet shall have fire sprinklers installed in accordance with NFPA 13D.'Aggregate area for the purpose of this section shall include basements but not garages and unfinished attics. Additions to such dwellings with automatic sprinkler systems shall have automatic sprinklers installed in accordance with NFPA 13D. R313.2.1 Delete the text: `Section P2904 or' R314.1 Replace the text"listed in accordance with UL 217"as follows"photoelectric type smoke alarms listed in accordance with UL 217 or UL 268. R314.3 Add subsections 4 and 5 as follows: 4. Near the base of all stairs where such stairs lead to another occupied floor. 5. For each 1,200 square feet of area or part thereof. R314.5 Add a section and a subsection: 8314.5 Heat Detector. A single heat detector listed for the ambient environment shall be installed in: 1. Any integral garage("garage under")or attached garage to the main house(detached garages do not require a heat detector). 2. A new addition attached garage to an existing dwelling. If the existing house contains afire detection system that is compatible with the garage heat detector,then the detector shall be interconnected to the existing system. Where the existing fire detection system is not compatible with the garage heat detector,the garage heat detector shall be connected to a sounder(occupant notification appliance)or compatible heat detector containing a sounding device,located in the dwelling and within 20 feet(6096 mm)of the nearest door to the garage from the dwelling. The required garage heat detector is neither required to incorporate audible alarm notification nor is any audible notification device required in the garage. R314.5.1 Heat Detector Placement.For flat-finished ceilings,the single heat detector shall be placed on or near the center of the garage ceiling. For sloped ceilings having a rise to run of greater than one foot in eight feet(305 mm in 2438 mm),the single heat detector shall be placed in the approximate center of the vaulted ceiling but no closer than four inches(102 mm)to any wall. R315.1 Replace as follows: R315.1 Governing Regulations. Carbon monoxide alarms(alarms)for new construction and . existing dwellings shall be furnished,installed and maintained by the owner in accordance with this section,M.G.L.c. 148,§26F%,527 CMR 31.00: Carbon Monoxide Alarms,248 CMR, NFPA 720 and the manufacturer's instructions. 2/4/11 780 CMR-Eighth Edition-216 786 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS 51.00: continued 2. A townhouse building with an aggregate area less than 12,000 square feet shall be permitted to use a NFPA 13-R system. Exception. A three unit townhouse building with an aggregate area less than 12,000 square feet shall be permitted to use a NFPA 13-D system. t For the purposes of this section the aggregate area shall be the combined area of all stories of the building and fire walls shall not be considered to create separate buildings. Aggregate area shall include garage area,basement area,and finished attic area. Unfinished attic area shall not be included in aggregate area. R313.2 Replace as follows: R313.2 One-and Two-family Dwellings Automatic Fire Sprinkler Systems. Only one-and two-family dwellings having an aggregate area greater than 14,400 square feet shall have fire sprinklers installed in accordance with NFPA 13D.!Aggregate area for the purpose of this section shall include basements but not garages and unfinished attics. Additions to such dwellings with automatic sprinkler systems shall have automatic sprinklers installed in accordance with NFPA 13D. R313.2.1 Delete the text: `Section P2904 or' R314.1 Replace the text"listed in accordance with UL 217"as follows"photoelectric type smoke alarms listed in accordance with UL 217 or UL 268. R314.3 Add subsections 4 and 5 as follows: 4. Near the base of all stairs where such stairs lead to another occupied floor. 5. For each 1,200 square feet of area or part thereof. R314.5 Add a section and a subsection: 8314.5 Heat Detector. A single heat detector listed for the ambient environment shall be installed in: 1. Any integral garage("garage under")or attached garage to the main house(detached garages do not require a heat detector). 2. A new addition attached garage to an existing dwelling. If the existing house contains a fire detection system that is compatible with the garage heat detector,then the detector shall be interconnected to the existing system. Where the existing fire detection system is not compatible with the garage heat detector,the garage heat detector shall be connected to a sounder(occupant notification appliance)or compatible heat detector containing a sounding device,l6cated in the dwelling and within 20 feet(6096 mm)of the nearest door to the garage from the dwelling. The required garage heat detector is neither required to incorporate audible alarm notification nor is any audible notification device required in the garage. R314.5.1 Heat Detector Placement.For flat-finished ceilings,the single heat detector shall be placed on or near the center of the garage ceiling. For sloped ceilings having a rise to run of greater than one foot in eight feet(305 mm in 2438 mm),the single heat detector shall be placed in the approximate center of the vaulted ceiling but no closer than four inches(102 mm)to any wall. R315.1 Replace as follows: R315.1 Governing Regulations. Carbon monoxide alarms(alarms)for new constriction and . existing dwellings shall be furnished,installed and maintained by the owner in accordance with this section,M.G.L.c. 148,§26F%,527 CMR 31.00: Carbon MonoxideAlarms,248 CMR, NFPA 720 and the manufacturer's instructions. 2/4/11 780 CMR-Ei�hth Edition-216 786 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS 51.00: continued 2. A townhouse building with an aggregate area less than 12,000 square feet shall be permitted to use a NFPA 13-R system. Exception. A three unit townhouse building with an aggregate area less than 12,000 square feet shall be permitted to use a NFPA 13-D system. ' For the purposes of this section the aggregate area shall be the combined area of all stories of the building and fire walls shall not be considered to create separate buildings. Aggregate area shall include garage area,basement area,and finished attic area. Unfinished attic area shall not be included in aggregate area. R313.2 Replace as follows: R313.2 One-and Two-family Dwellings Automatic Fire Sprinkler Systems. Only one-and two-family dwellings having an aggregate area greater than 14,400 square feet shall have fire sprinklers installed in accordance with NFPA 13D.'Aggregate area for the purpose of this section shall include basements but not garages and unfinished attics. Additions to such dwellings with automatic sprinkler systems shall have automatic sprinklers installed in accordance with NEPA 13D. R313.2.1 Delete the text:`Section P2904 or' R314.1 Replace the text"listed in accordance with UL 217"as follows"photoelectric type smoke alarms listed in accordance with UL 217 or UL 268. R314.3 Add subsections 4 and 5 as follows: 4. Near the base of all stairs where such stairs lead to another occupied floor. 5. For each 1,200 square feet of area or part thereof. R314.5 Add a section and a subsection: 8314.5 Beat Detector. A single heat detector listed for the ambient environment shall be installed in: 1. Any integral garage("garage under")or attached garage to the main house(detached garages do not require a heat detector). 2. A new addition attached garage to an existing dwelling. If the existing house contains a fire detection system that is compatible with the garage heat detector,then the detector shall be interconnected to the existing system. Where the existing fire detection system is not compatible with the garage heat detector,the garage heat detector shall be connected to a sounder(occupant notification appliance)or compatible heat detector containing a sounding device,located in the dwelling and within 20 feet(6096 mm)of the nearest door to the garage from the dwelling. The required garage heat detector is neither required to incorporate audible alarm notification nor is any audible notification device required in the garage. R314.5.1 Heat Detector Placement.For flat-finished ceilings,the single heat detector shall be placed on or near the center of the garage ceiling. For sloped ceilings having a rise to run of greater than one foot in eight feet(3 05 mm in 2438 mm),the single heat detector shall be placed in the approximate center of the vaulted ceiling but no closer than four inches(102 mm)to any wall. R315.1 Replace as follows: R315.1 Governing Regulations. Carbon monoxide alarms(alarms)for new construction and . existing dwellings shall be furnished,installed and maintained by the owner in accordance with this section,M.G.L.c. 148,§26F%,527 CMR 31.00: Carbon Monoxide Alarms,248 CMR, NFPA 720 and the manufacturer's instructions. 2/4/11 f 780 CMR-Eighth Edition-216 Javk-Nm; J1AIZL$L) tWUr15U1Lt)IN(jKtitiULAI'IUNSANDSTANDARDS THE MASSACHUSETTS STATE BUILDING CODE • 903.2.5.1 Pyroxylin Plastics. An automatic 903.2.9.1 Repair Garages. An automatic sprinkler system shall be provided in buildings, sprinkler system shall be provided throughout or portions thereof,where cellulose nitrate film all buildings having a repair garages where any or pyroxylin plastics are manufactured,stored of the following conditions exists: or handled in quantities exceeding 100 pounds I. Where the building is two or more (45 kg)(Also refer to 527 CMR). stories in height, including basements,and 903.2.6 Group I. An automatic sprinkler system contains a repair garage exceeding 10,000 shall be provided throughout buildings with a square feet(929 m2). Group I occupancy. 2. The aggregate floor area of the building Exception. An automatic sprinkler system exceeds 12,000 square feet(1115 m2). installed in accordance with 780 CMR 3. A repair garage is located in a basement. 903.3.1.1 or 903.3.1.2 shall be allowed in 903.2.10 Group S-2. An automatic sprinkler Group I-I facilities. system shall be provided for Group S-2 903.2.7 Group M.An automatic sprinkler system occupancies as follows: shall be provided throughout buildings containing 1. Throughout buildings classified as Group a Group M occupancy where any of the following S-2 Enclosed Parking. conditions exists: 2. Throughout Group S-2 Enclosed Parking I. The aggregate floor area of the building located beneath other groups. exceeds 12,000 square feet(1115 m2);. 903.2.10.1 Commercial Parking Garages. 2. The Group M occupancy is located more An automatic sprinkler system shall be than three stories above grade; provided throughout buildings used for storage 3. Bulk merchandising stores as defined in of commercial trucks or buses where the 780 CMR 426.0. - aggregate floor area used for parking exceeds 903.2.8 Group R. An automatic sprinkler system 5,000 square feet(464 m2). installed in accordance with 780 CMR 903.3 shall 903.2.11 All Occupancies(Except Groups R-3 be provided throughout all buildings with a and U). An automatic sprinkler system shall be Group R occupancy. For Use Group R Buildings installed in the locations set forth in 780 CMR with an aggregate building area of 12,000 sf or 903.2.11.1 through 903.2.11.1.3: more,the sprinkler system shall be designed and 903.2.11.1 Stories and Basements without installed in accordance with NFPA 13. -For the Openings. An automatic sprinkler system purposes of 780 CMR 903.2, the aggregate shall be installed throughout every story or building area shall be the combined area of all basement of all buildings where the floor area stories of the building and fire walls shall not be exceeds 1,500 square feet (139.4 m2) and considered to create separate buildings. where there is not provided at least one of the Exceptions: following types of exterior wall openings: 1. Buildings,other than R-1 Occupancies and 1. Openings below grade that lead directly R-2 Dormitories, having no more than three to ground level by an exterior stairway com- dwelling units shall be permitted to have an plying with 780 CMR 1009 or an outside automatic fire suppression system installed in ramp complying with 780 CMR 1010. accordance with 780 CMR 903.3.1.3,provided Openings shall be located in each 50 linear that every automatic sprinkler system shall feet (15 240 mm), or fraction thereof, of have at least one automatic water supply or a exterior wall in the story on at least one side. stored water supply source in accordance with 2. Openings entirely above the adjoining NFPA-13D where the minimum quantity of ground level totaling at least 20 square feet stored water shall equal the water demand rate (1.86 m2) in each 50 linear feet (15 240 times 20 minutes. mm),or fraction thereof,of exterior wall in 2. For one- or two-family "stand-alone" the story on at least one side. dwellings classified as R-3 buildings,refer to 903.2.11.1.1 Opening Dimensions and 780 CMR 5313.5 - Note, however, that Access. Openings shall have a minimum townhouses are required to be sprinklered. dimension of not less than 30 inches (762 903.2.9 Group S-1. An automatic sprinkler mm). Such openings shall be accessible to system shall be provided for Group S-1 the fire department from the exterior and occupancies as follows: shall not be obstructed in a manner that fire 1. Throughout the building where the fighting or rescue cannot be accomplished aggregate floor area of the building is greater from the exterior. than 12,000 square feet in area. 903.2.11.1.2 Openings on One Side Only, 2. Throughout the building,where a Group S- Where openings in a story are provided on 1 occupancy is located more than three stories only one side and the opposite wall of such above grade. . story is more than 75 feet(22 860 mm)from 228 780 CMR-Seventh Edition 8/22/08 (Effective 9/1/08) _ej 6,;�ej- 0(" Date.................................. ORTN TOWN OF NORTH ANDOVER 0 PERMIT FOR WIRING ,SSACHUS Et This certifies that(2-,.�.n...... ............... has permission to perform ......................................... wiring in the buildingof..., .......................................... at...--/ ... .......J..... North Andover,Mass. ........... � Fee-:t�............. Lic.Nom.�...� .2� ......... ELECTRICAL INSPECTOR Z-- Check # . 6745 UU111111WIVIVedirn or massachusetts I)i -J I Il .... ... ......---. Department of Fire Services Occoraw illd Fvc ClitAk2d .!5s3. BOARD OF FIRE PREVENTION REGULATIONS APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK \11:( ). 527( `.IR 12.,,1) I'L L INEPw.%r i,N 1.\K OR TYPE.I L L I FORI t ITIO.V, Ch or Town of: /,, 1,11C' 01 fl'7!-0,- % tills ipplicat oil [lie (tildcl-sloncd i�cs n1 lice:Att III,�,Irllc I—;Mention to 61-1 the A 1, z Jccl rlc1l k ork de:k:i-Ihe,,l tit,jo%A,,. Location(Wcet& Number) 14'4 0 0%vhe-r or Tenant ele)h Ow ner's Add ress97 70 0.-2 0 Y1Y\ 0 1 1 Is this permit in conjunction with a building permit? Yes NO ❑ (Check Appropriate Boi) Purpose of Building_.. Ltilitv Authorization No. 1/?r/ Existing Service ` 00A,"• Ps ?—Cgi 120 volts Overhead El U n(I g rd EL No. of Nicters New—service Amps Volts Overhead ❑ UndgrdF] No. of.deters Number of Feeders and Ampacity 6,114 Location and Nature of Proposed Electrical Work: W r 3, 1!11 Y No.of Recessed Luminaires No.of Ceil.-Susp.(Paddle)Fans .No.Of Tufal No.of Luminaire Outlets No.of Hot'rubs Transformers KVA Generators KVA No.of Luminaires Sswimming Pool :,LEO', 0❑e r In- 0.0 mergency Lighting ritid, RattLrv Units No.of Receptacle Outlets No.of Oil Burners 'FIR I E AL-A.RNIS No. of Zones No.of Switches No.of Gas Burners No•of Detection anI d ij Initiating Devices No.of Ranges No.of Air Cond. Total "ea 'roOs No. of Alerting Devices Heat Number I No. of Waste Disposers foes I KW No.of Totals: Self-Contained DetectionjAlerting Devices No. of Dishwashers SPaceiArea Heating KW LocalEl "'l"Inic*ipal Other Connection No. of Dryers "eating Appliances KW Securitv 'S steins:* No. Of Water No.o No.of Devices or Equivalent Heaters K S, No.of Data Wiring: igns Ballasts -1---- No.of Devices or Equivalent No. "ydromassage 13. fit thitubs No.of Motors rot,11 I-1p I elecommunications 'airing OTHER: No. uI'Devices or EqUittAcilit tii-n:it,:d V,Auc t,l Fjcctj-ic:kI rk(1�000 ilcil I-c-L'I1,111-12d 11y !jjLJojCIpaI to �tart: \SL RANC E CO�ERMA: I. to be R:LILIC�4C,l ;n ac,xord;ljjce ,pith NAIEC Rule'i Aild upon 0,111pl0ioll. '%A-d ilic tmlicr. it) 1,ujinit tor the j-co(;I-Ijjjlj%c v-,rk I --uc he IIt:UilSlc !71'1`.1:!l'"; f'rllOt'•.t II;:I'IIICti Ili'all':II1C_ tll�llldlll'Z ":''I111�ICR.1 :Cl'r;Itl,al ;101';1"c'f:!'Ili; 'LII"ILII1fCll:A 11 ."'te hik I"d rr !Ill'I it kilt. ocl A 14 R 14 0, `If: --E-h A 1� A i Q)-,Pk 1"A'11u,C Lllrt.l i; �11! A:. witi 11,- hf-I.,A". 1 1"L I-,- 11.L t"I i 1". It. -01 111,. SEW o �- a 6290 Date Z ..'30 -0'� ..................... r NORTIi TOWN OF NORTH ANDOVER J p PERMIT FOR WIRING SS MUS This certifies that ....1:......... .......... ................. t :............................ has permission to perform/. ......................... wiring in the building of.`-'` .r:..:........_.... ..... . . ...... .................................. at.. ��...... .............. .....I.... ..........,North Andover,Mass. Fee .. Lic.No�Z?,17.S: ... - '. ........ ELECTRICAL INSPE6Xo� r Check # r ��— Commonwealth of Massachusetts Official Use Only t)' _ Permit No. �J 510 Department of Fire Services _ Occupancy and Fee Checked I BOARD OF FIRE PREVENTION REGULATIONS [Rev. 9/051 (leave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(MEC).527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL IWORMATION) Date: (Z 12Q to S' City or Town of: C v-- To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location (Street& Number) ff qo r reoj Pm�,S ,oQ Owner or Tenant 1L Telephone No(c(78)y-7o- Oaos- Owner's Address Q3 Ce -,.e I Si . 0 1 � Is this permit in conjunction with a building permit? Yes 9L No ❑ (Check Appropriate Box) Purpose of Building122St_l t63 Utility Authorization No. Existing Service(4DQ Amps 2a$ / /23Wolts Overhead ❑ Undgrd®-- No.of Meters New Service Amps / Volts Overhead❑ Undgrd ❑ No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: V.P—Oa ir, AGu.v,u 9& c,", ,+,5 G r,S u0, M4Z cr iga4 a"P-16T 10 ca+,;. Cum lesion o the fi)llowin table may be waived by the Inspector o 'N,'b•es. 0 No.of Recessed Luminaires No.of Ceil.-Susp.(Paddle) Fans No.of Total Op Transformers KVA ZZ, No.of Luminaire Outlets No.of Hot Tubs Generators KVA No.of Luminaires Swimming Pool Above ❑ In ❑ o.o Emergency Lighting rnd. rnd. Battery Units rs No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zonesof n No.of Switches No.of Gas Burners No. In Detection and InDetection Devices No.of Ranges No.of Air Cond. Total Tons otaITons No.of Alerting Devices Heat Pump Number Tons KW No.of Self'-Contained No.of Waste Disposers Totals: Detection/Alerting Devices No.of Dishwashers Space/Area Heating KW Local❑ Municipal ❑ Other Connection No.of Dryers Heating Appliances KW Security Systems:* No.of Devices or Equivalent No.of Water KW No.of No.of Data Wiring: Heaters Signs Ballasts No.of Devices or Equivalent No. Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: _ No.of Devices or Equivalent OTHER: Attach additional detail if'desired, or cis required by the Inspector of Wires. Estimated Value of Electrical Work: (When required by municipal policy.) ' Work to Start: ` (�� Inspections to be requested in accordance with MEC Rule 10,and upon completion. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue upless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE 0— BOND ❑ OTHER ❑ (Specify:) I certify,under the pains and penalties of perjury,that the information on this application is true mid complete. FIRM NAME: FMqcJ e LIC. NO.:/4 Licensee-Tin- Signatu LIC. NO.: 17$P�{ (lJ applicable, enter "exempt"in the license number line.) Bus.Tel. No.:/,,4 RU X5791 ' Address: c5 Pi.,e Si, F -, Ajaskt.4 alk Alt.Tel. No.: 663 76s-j`S%y *Security System Contractor License required for this work; if applicable,enter the license number here: OWNER'S INSURANCE WAIVER: I am aware that the Licensee sloes not have the liability insurance coverage normally required by law. By my signature below, 1 hereby waive this requirement. I am the(check one)❑ owner ❑ owner's agent. Owner/Agent PERMIT FEE. $ Signature Telephone No. D LEGAL NOT Ct Date S t Article , Section of the Zoning Ordinance WH REAS, VIOLATIONS OF Article Section R•11K of the Building Code have been found on Article , Section of the Code these premises, IT IS HEREBY ORDERED in accordance with the above Code that all persons cease, desist from, and STOP Y ORK e-V 19 t(-"o... &CLJ%— Pce,�t IC—b Pt�5f at once pertaining to construction, alterations or repairs on these premises known as b q eAc�T b All persons acting contrary to this order or removing or mutilating this notice are liable to arrest unless such action is authorized by the Department. CODE OFFICIAL c 'v v o o 10 g c Continuous 13/4"x14" LVL ° 03 > N Attached To Every Other Existing 16" BCI z a1 Joist W/ Construction Adhesive L4x4x.375 @ 32" O.C. o c7 & 2—Y4" Timberlock Screws ® 16" O.C. Attached W/ h3— % 0z 3 Thru—Bolts- Existing (2) 3 Y2"x 16" { Y LVL Beam U) w ZZ Z w Q a � � . LU Install Solid Z Blocking Stone Veneer Z cu w ° co Cc O cc VJ J w LU I Z L8x6xY2 J Attached Z Existing >xx .w„ 1l�/ %"'0 Thru—Bolts UM Lu (2) 3 Y2 x16 Existing 32" O.C. LVL Beam (2) 3 Y2 x16 LVL Beam L90 By Simpson Existing Rim Board 9 W Stron—Tie 0 32" O.C. 0 � 0 ° =j 90 3/4"o Thru—Bolts ® 16" o.c. Stone Veneer OF UMMEL R. PAID 1 (5)2"x12" Header 8TRt=U;M GARAGEDOOR DETAIL L8x6xY2 ,n SCALE: 1 1/2"=l'—O" Ln 0 ��1 (o CU 0�e y pORTF► <«°° "1a Town of North Andover p Office of the Planning Department Community Development and Services Division ,> Too ��SSACHUS 1600 Osgood Street North Andover, Massachusetts 01845 NOTICE OF DECISION Watershed Special Permit -Waiver Date of Decision: August 7,2012 Application of: Anthony DiNapoli 440 Great Pond Road North Andover, MA 01845 Premises Affected: 440 Great Pond Road,North Andover, MA 01845,Map 37.A Parcel 1, within the R-2 zoning district. HISTORY AND BACKGROUND r On August 7, 2012, the applicant, through its agent Schuyler Vicnaire, requested a waiver of the Watershed Protection District Special Permit, in accordance with the North Andover Zoning Bylaw section 4.136.8, so as to allow the removal of invasive vegetation within the Non- Discharge Buffer Zone of the Watershed Protection Zone. DECISION After a Planning Board meeting on the above date, and upon a motion by L. Rudnicki and 2nd by D. Kellogg, a vote was taken with regard to a waiver of the Watershed Special Permit. The vote was unanimous in favor of the waiver. FINDINGS OF FACT The Planning Board has made its decision based on the following findings: • All the proposed landscape maintenance work will be done in the Non-Discharge Zone or the General Zone of the Watershed Overlay District and is an allowed use per Section 4.136 of the Zoning Bylaw. • The Non-Discharge Zone is shown on a Site Plan titled"Existing Conditions Plan, 440 Great Pond Road,North Andover, MA, Owner and Applicant: Anthony DiNapoli, prepared by GA Consultants, dated July 2, 2012". • The planned vegetation clearing, within the Non-Discharge Zone, as defined on the above referenced Plan, was described as follows: • Removal of invasive plants, including but not limited to Buckthorn, Bittersweet, Poison Ivy and Poison Oak. • Removal of dead trees and trimming of dead branches and low hanging branches. CONDITIONS • The use of any lawn care or garden products, including fertilizers, pesticides, herbicides is prohibited. Also prohibited is the use of lawn care or garden products that are non- organic or slow-release nitrogen. • The applicant is required to apply for a Watershed Special Permit for any vegetation clearing within the Non-Disturbance Zone, as defined on the above referenced plan and for any vegetation clearing that is not included within the Findings of Fact, as stated herein. • The Planning Office will perform an inspection before and after vegetation clearing. � � r rdo h Andover I'i Hing Board Ri hard Rowen Dave Kellogg Lora McSherry Lynne Rudnicki 2 !i t 4uhT G R O U P INCORP ORATED October 6, 2006 Project No. 05027 Mr. Gerald Brown Inspector of Building Town of North Andover 1600 Osgood Street North Andover, MA Re: DiNavoli Residence,440 Great Pond Road,North Andover,MA State Building Code-Section 116.0-Structural Control Construction Affidavit Dear Mr. Brown: I certify that to the best of my knowledge and belief, that the structural framing superstructure recently constructed at The DiNapoli Residence, 440 Great Pond Road, North Andover, MA conforms substantially with the approved Structural Design Drawings and Specifications for the project and was completed in compliance with appropriate provisions of the Massachusetts State Building Code, 60'Edition, and any amendments thereto with exception to installation of remainder of metal hangers to be installed at roof rafter ends in the near future by the General Contractor. Respectfully: Fillion Group,Inc VOF ASL R. FtLI" � STATURAL Michael R. Fillion,P.E. �a o President NW/krb E 7 ! ast J r eey',;lr ii, iv'1A 02067 1 1: C �! J 7�:x: Dt• L-ad n?rr.si,3 r r a�rizoa.ner STRUCTURAL STEEL FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH THE "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" AND THE "CODE OF STANDARD PRACTICE" OF THE AISC. WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE "STRUCTURAL WELDING CODE" OF THE AMERICAN Of WELDING SOCIETY. s STRUCTURAL STEEL SHAPES INCLUDING ALL COLUMNS, BEAMS AND GIRDERS UNLESS NOTED OTHERWISE SHALL CONFORM TO L R. 'a v g `O o ASTM A-572, GRADE 50. ALL OTHER ROLLED SHAPES, PLATES AND BARS UNLESS OTHERWISE NOTED SHALL CONFORM TO SYL °C n N ASTM A-36. HSS SECTIONS (SQUARE OR RECTANGULAR) SHALL CONFORM TO ASTM A-500, GRADE B. Mo, Z a 0 �, ALL BOLTED CONNECTIONS SHALL BE MADE WITH 3/4 INCH DIAMETER HIGH STRENGTH, ASTM A325—X OR ASTM ' o -0 A325—N BOLTS. w °z 0 O WELDING ELECTRODES SHALL BE LOW HYDROGEN TYPE AND CONFORM TO AWS A5.1 E70XX SERIES WITH PROPER ROD TO PRODUCE OPTIMUM WELD. UNLESS OTHERWISE NOTED, PROVIDE THE FOLLOWING LINTELS FOR EACH 4 INCH THICKNESS OF MASONRY WALL, WITH 6 INCH BEARING AT EACH END: � OVER OPENINGS UP TO 4'-0" L4 x 3 1/2 x 5/16 Z z OVER OPENINGS UP TO 5-0" L5 x 3 1/2 x 5/16 Z OVER OPENINGS UP TO 6'-0" L6 x 3 1/2 x 5/16 aJ SEE DETAIL BELOW FOR OPENINGS LARGER THAN 6'-0". ' PROVIDE ADEQUATE LINTELS FOR LARGER OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS. RECEIVEDQ w o ALL LINTEL ANGLES AND HARDWARE SHALL BE HOT—DIPPED GALVANIZED. Z -F Nov 2 2006 6 $ cp W V/ rr BUILDING DEPT, Z caoe 00 CO w CU O (n rr t� Cn I- LL Jw w J Z z LL w Stud Wall Or Brick Veneer (2) 3 Y2"06" °.y Header LVL Header o w ® 0o 3/4 0 Thru—Bolts :i ® n. ® 16" o.c. 21) L6x4xY2 3/4"0 Thru—Bolts ® 16" o.c. Stone Veneer (5)2"x12" Header L8x6 a CD � � 0 LARGE OPENING DETAIL GARAGE DOOR DETAIL o �e (0 SCALE. 1 1/2"=V-0" SCALE: 1 1/2"=V-01' m 0 C��"_� O C��v ��' �� �C5 026 —� ; �I s� I i '� Joseph D. LaGrasse & Associates, Inc. One Elm Square,Andover,MA 01810 www.lagrassearchitects.com ez, tel.978.470.3675 fax: 978.470.3670 jdlai@aol.com December 15, 2005 North Andover Building Department Gerald A. Brown,Building Commissioner 27 Charles Street North Andover,MA 01845 Re: 440 Great Pond Road Dear Gerry, We have been the Architect of Record for an ongoing house addition and remodeling located at 440 Great Pond Road, for Mr. Anthony DiNapoli for the past several years. The drawings were completed early December 2004 and the building/remodeling permit was issued and re-issued in 2004 and early 2005. The structural lumber has been partially completed and has been exposed to the elements for at least 10 months. At this time I am not willing to allow any further construction until either my structural engineer or another professional accept responsibility for the stability and structural strength of the concrete or the lumber,material that has been exposed to the weather for 4 seasons. In addition, if construction proceeds under the previous permit and under my control affidavit, I will request thatt my drawings be pulled from your file along with the nullification of my control affidavit. If you have any questions on my position,please contact my office at any time and I will gladly speak to you regarding this. Sincerely, kt� Joseph D. LaGrasse,AIA RECEIVED Jdl/lI DEL 2 File:1882Fbcltrl22005 BUILDING DEP', Principals Joseph D. LaGrasse AIA o Philippe R. Thibault AIA Member of the American Institute of Architects &Boston Society of Architects TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REP RENOVAT OR DEMOLISH A ONE OR TWO FAMILY DWELLING _ ., t, BUILDING PERMIT NUMBER. DATE ISSUED. !c;2- S M ic SIGNATURE: 74 Building Commissioner/Inspector of Buildings Date z SECTION 1-SITE INFORMATION O 1.1 Property Address: 1.2 Assessors Map and Parcel Number: yo a2� D >4 Map Number Parcel Number ` 1.3 Zoning Information: 1.4 Property Dimensions: (�1 Zoning District Proposed Use Lat Area Fronts ft 1.6 BIJU DING SETBACKS 00 Front Yard Side Yard Rear Yard Required Provide Required Provided Rx4Wred Provided —+ 1 v 1.7 Water Supply MG.L.C.40.1 54) 1.5. Flood Zone Information: 1.8 Sewerage Disposal System: Public ❑ Private ❑ Zone Outside Flood Zone ❑ Municipal ❑ On Site Disposal System ❑ �i:�'i;C;f1i: SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 1t(!Ct: `es NO m - ^ 2.1 Owner of Record (� Name n Address for Service: Q j , Signa N T one , 2.2 ner of R.cor a Pri me n Address for Service: Sianature Tele hone SECTION 3-CONSTRUCTION SERVICES 90 3.1 Licensed Construction Supervisor: Not Applicable ❑ Licensed Construction Supervisor: 0 License Number "n �I Address k/2 O JY ���S 95 3 .3�Z� Expiration D e 0 Z Sig re Telephone r' 3.2 Registered Home Improvement Contractor Not Applicable ❑ v r �r 6 000C-1i.,� C, M Company Name 2��� � �/ rn 3 11 S tC�� S7` U �Z� Registration Number r Address /�� c1 r 2 /:3 , oo( fl/ 5�3 35 S G) Expiration ate Si na Telephone M' i 1 J SECTION 4-WORKERS COMPENSATION(M.G.L-C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Si ed affidavit Attached Yes.......0 No.......0 SECTION 5 Description of Proposed Work check a8 r bie New Construction Existing Building Repair(s) 0 , Mterations(s) 0 Addition ❑ Accessory Bldg. ❑ Demolition 0 Other ❑ Specify Brief Description of Proposed Work: C� SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be OFFICIAL USE ONLY Completed by permit applicant 1. Building a ( ) Building Permit Fee f� Multiplier r-C� 2 Electrical (b) Estimated Total Cost of Construction 3 Plumbing L n 0 Building Permit fee (b) 4 Mechanical HVAC 5 Fire Protection 0 6 Total 1+2+3+4+5 D Check Number SECTION 7a OWNER AUTHORIZA TO COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, as(timer/Authorized Agent of subject property Hereby authorize to act on My behalf,in all Amalffrelativ tow au o y is build ng permit application.Si iature ofOwnDate SECTION 7b OED AGEN DE LARATION 1, as Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief Print Name Si ature of 0 wner/Agent Date NO.OF STORIES `,"?:`;'': SIZE BASEMENT OR SLAB SIZE OF FLOOR TIlvIBF.RS I 2Nu 3 SPAN DIMENSIONS OF SILLS DIMENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL OF-CHIMNEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE F SECTION 4-WORKERS COMPENSATION(M.G.L C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yes.......0 No.......❑ SECTION 5 Description of Proposed Work check aH a"" bie - New Construction.X Existing Building A Repair(s) ❑ , Alterations(s) ❑ Addition ❑ Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be OFFICIAL USE ONLY Completed by permit applicant 1. Building (a) Building Permit Fee Multi tier r—�' 2 Electrical (b) Estimated Total Cost of Construction 3 Plumbing Building Permit fee(a)x(b) 4 Mechanical HVAC 5 Fire Protection 6 Total 1+2+3+4+5 ,Q- Check Number SECTION 7a OWNER AU ORT74TI10K TO BLECOMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, as{honer/Authorized Agent of subject property Hereby authorize to act on My behalf,in all matter relative to w(ft au oriz y pis builduig permit application. + rA 1 J Signature.of Owner- Date t SECTION 7b OWNEVAtMORMED AGEN DECLARATION I, Las Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief Print Name Si tune of Owner/.A en t Date NO.OF STORIES SIZE BASEMENT OR SLAB SIZE OF FLOOR TIMBERS 1' 2 NU 3 Fx SPAN MIENSIONS OF SILLS DIMENSIONS OF POSTS DIN ENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL OF CH ANEY 1S BUMDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE 04=- RECEIVED March 28, 2005 BAR 3 1 zoos BUILDING DEPT. Robert Nicetta Town of North Andover Town Hall 27 Charles Street North Andover, MA 01845 RE: STRUCTURAL PEER REVIEW 440 GP,.EAT POND ROAD, - NORTH ANDOVER,NIA DINAPOLI RESIDENCE (DEI Project No. D 1317) Dear Mr. Nicetta: Our firm has been retained by Anthony Dinapoli to conduct an independent structural engineer review of the above referenced structure. The objective of this review being to determine if the structural plans and specifications for the referenced project are in compliance with Structural Code requirements, following the guidelines established in " Section 110.11 and Appendix I " of the Massachusetts State Building Code, 780 CMR, Sixth Edition. This objective is limited to the extent necessary to render an opinion regard- ing the stability and integrity of the primary structural system of the building. At no time shall it be construed that our office (Daigle Engineers, Inc.), the Structural Engineer Project Peer Re- viewer, through this peer review, is supplanting, or joining with, the S.E.R. (structural engineer of record) in his or her professional responsibility for the design of the Structural System. For our review, the owner provided us with structural drawings S 1.0, S1.1, S1.2, S1.3, 52.0, 52.1, 52.2, S2.3, 52.4, 52.5, 52.6, 52.7 and 52.8, all marked "Issued for Building Permit" and dated 03/25/05, and a set of architectural drawings for reference. The Structural Engineer of Record (SER) Sebastian Ned Caruso, P.E., of Joseph D. LaGrasse & Associates, Inc., prepared these documents. The SER's calculations for several specific elements were also submitted, per our re- quest. As stipulated in "Appendix I" of 780 CMR, our office performed the following tasks: Q Checked to assure that the applicable design loads noted on the drawings are in con- formance with the requirements of the Massachusetts State Building Code, 780 CMR- Sixth Edition. Q Checked that the design criteria and assumptions conform to 780 CMR, and are in general compliance with accepted engineering practice. Daigle Engineers,Inc. 1 East River Place Methuen,MA 01844-3818 978 682 1748 978 682 6421 fax www.daigleengineers.com DEI 3/28/05 D1317PRR032805.doc♦Page I of 2 Page 2 of 2 March 28, 2005 440 Great Pond Road - North Andover, MA • Robert Nicetta EI Reviewed the Geotechnical assumptions and checked to assure foundation designs are in accordance with such assumptions. Q Checked that the organization of the structure is conceptually correct and that the load paths are adequate to deliver forces from the building frame through the foundations and into the supporting sub grade. 0 Performed independent calculations for a representative fraction of the systems, mem- bers and details, adequate to form a basis for our conclusions. During the course of our review, we exchanged correspondence with, and conferred directly by phone with Mr. Caruso, the SER, to request clarifications and discuss issues of concern. All such issues of concern have been resolved to our satisfaction. It is our rofessional- o inion that the structaral derl?<*r_i of this project conforms to the structuralp p pg t_ of the Massachusetts State Building Code, 780 CMR, and are in accordance with accepted engineering practice. We further state that there are no unresolved disputes between the structural engineer of record (Sebastian Ned Caruso, P.E. - Joseph D. LaGrasse & Associates, Inc.) and the independent struc- tural reviewing engineer (Daigle Engineers, Inc). We trust that this will satisfy the needs of your office. Please call if you have any questions or concerns. Very truly, DAIGLE ENGINEERS INC 00 2F 1�14S Sq oma` JONATHAN y M. LONGCHAMP a STRUCTURAL C-n-' No 35867 Jonathan M. Longchamp, M.S., P.E. (ext. 117) ���Fc� R�0 4� Principal/Vice President RFs 70 L jlongchamp@daigleengineers,com x/c: Anthony Dinapoli (Owner) x.28 cS Ned Caruso, P.E. (Joseph D. LaGrasse &Associates, Inc.) JML/cim DEI 3/28/05♦D1317PRR032805.doc Page 2 of 2 Hrr ifI uC !nU ue;` u rn 41.HX NJ ?, U?/Ul) ACRE MODE CERTIFICATE _ F LIABILITY U� {R®iqAr C _..____ � ����1���� V dlhifV�E j Dnra(�.n,r�Drrvvrl 1 ��� I� 04121105 Y;si it ca ry 4 F ONLY AND CONFERS NO RIGHTS UPON THE CEi(TiFICATtE THIS CERTIFICATE[$IS3UCD ASA FJ!ATTER OF it.�'ORMATIUN USi iris,S�Tui,:cs Gf MA,lo;. ��_�w 112 GIfE Sti act,Suito SSDp I HOLDER-THIS CERTIFICATE DOE,S NOT AMEND,EXTEND OR i PO tiq� ,1043 ALTER THE COVERAGE AFFORDED BY THE P06GIES GErLOW, MA 014IJ84Q43 #IS AfFOROING COVERAGE �r lNSU = _p� ___ NAI 11;i `.ftf:D , -W _-- u.^URPRAI CP.ntrali91Utuallnsur "`—' �?,G,Remodeling _-_ ante comP.— 20230 Ands,,w Cost:,dlbla ;WRI:a_s Am_e_rc,..a.n HDm-Q A-S-S-LI-(-a—nCe-C—o-�n -an1 � 19380T, 113 AIiStLIY,Street IN�s?rrs c " .. -" Modford,MA 02155.3451 !Irf':IIiG!G'.BCFINfUFt.i1;;E,;LI•'iTEDBELOVYI,AVCEtEENISTXDTOTHE jiN,KIREI)NA�DAMVEFOR THilPciucYPEfiluOlPJ�CAfE; VOfYJ!THBTAIv1!NG r,NY riP'(;d,IITREirt ,y 1,7;,RIr'°,Di'C:)NUI I ION CF ANY CON71A^T OR OT'IIl � L" C! f a i+ t'i liT,li�l, lid! h.ti,' c v 0 'L E.4CNT WITH R_-PCCT T^RICH CHIS CERTIFICATE NX,BE ISS--1 4DF I,Si, /ll GFtU1; 1i,TI tL•FOL!C,ES rUCRIRE HC'Rl,JN IS 5U84 UT T-D^LL THE TCWAC:,CXCLUSIONS AND U40,1i-`;5 OF EVCfI A+,C.Nti !,1.i ,'QWN VA I HAVE 7EE+d RL,L1Ur D 3Y PAI0 CIA!^i ttN`;JRAJ4CR I ^POL'Ct NUMI,CR YUIi YEP!'{CTIYG RnIiCY EkY,i+ATiUN .__. I .._ ,.e.,._...—._r..._. ,.. .. �.Sr. Ctl�hr �'Y �s<�r:trnnrtJDO'YYf uir,iT',_ _ �A ; i-^C4�stnL Lb,r,ILITr CLP7999353 =21104 OII'21105 E�a�V'C�'EaNEIacL a1 000,OG0 ^~ ! j,�.�C.7Idh!rF:O!aa GCNLV•,ai.St•�h.i ITY I DAM IQ' IV I:L-fiTC�'j JPO Q�I I I I I .('f1F.(rll;��('�:U.ou;U!(COGi•L °'� .., t,1nD"., t..J UCCIJ�;I DEx�(Anyon ,000 R rEiY �__..:..:.,..._.— I n••,ANAL&A(iV INJURY Lin 0 0OO .A:.`,•^,��':<t,!,'I;>I. ti ,,,,,-,. tGP.NEli11LAGuliF'.GAIE sz,LDo,goo __ _Lt Ir---T IR to"�.r�YF.it X00.000- . I,• `F'R:1 { 1r j —�� tR00UL'T3•pQ\,r:;C,..v S2 0 .-..,._..-_- i`p COMUINED�II•lC,L�:I.Ihii I.,. .�9:"I If!N is FnAUTL1• DQC'LYINJURY (R:rPo:>vnJ NPN Y�V.'tr,'D r.U,'O;; I 00.,!ty IN.a1RY - -.l.....I_..-._, ,,.:j...._._...:...._._i I !r•..OFF:ii1'f UAtAA^C ! IGAfiA�FL!1;}ItITY ---^- 'AC•Toon�LY-ILA nCCi NT-- - I r 7 r f I �THt.R T'-lANAGG l .ACC !.X^CN9iUML'RF'.LALL1;'sll.IrY_., .,,,,...`�_....,..__�.r_.,...• .�..., b..OL CrIC{l.fl S �rorz LR,GJ sols tnON ns LI �' 01?25 05 01125108 X wc&iATu� -- I f1 Fri �Cti,R Lt�tTILII/ ^m j �,Y ra rn+wrl 4,xrcurrJk' CAQH ' F I i •I f h(.:IiCuC.it„Lr,(e07 Li C.4gF AL'CIDCN T!ll 0,000. _ i i'+•,,�,:>,;,;1, :r , Ems.DerAsr.'-eA e rLV c0 OOl) V :6t•i'ml�_!i�7viSiC,rr't.Ggv_:a.-„... i ' �. E.L DISCASF-VQLlCYLl s500,000,".. — li � I I at�v0RATa:i•S'tl'.CATiOliir\'✓„HiCLCNi CYCI.0 W N9 A DDt:U!;Y FNDOR 0Mt NT)—S ""LPRdY1910NS CvidcriCe rf Insur wca fur I bjk Performed by the InSUred C(;C:T'I3 KrATF l �Lt7t I �_,� —_.. CANCELLATION I IOULD ANY OF TI IC 400E DEUCRIDE0 POLICIES 0t CANCFi61:CD U(;=UNC If 4 CX01CIATICH NOrdlAn(loverElpiltaitIgDcpt. !ILAllTNCRCOF,YNEISSUIIJGINSUKERWILLCN`X!AVORTOVI,IL .,(i0._ OAYSY�RITTEN 400 Osgood vf. I NOnCE M THC CCN'!IFI<ATC I,OLDCR NAMED TO THC LEFT,FUT FAL!Uit4 T000,O S41ALL NO.Ancfovor,MA 01845 IMPOSCNOOHLIGATIONORLIASILITYOFANV KIND UPON TNC,INSUiiER,ITSAGCNTSUR RCvHI•�RNTAJIYLS. _ AUTMORIZCD RCPA9$FN TATIVC AC010 2S(206'I!4ai 1 of 2 _ #112562�� SXNCD 0 ACOR,3 CORPURATION 1088 North Andover Building Department Tel: 978-688-9545 DEBRIS DISPOSAL FORM In accordance with the provision of MGL c 40 S 54, a condition of Building Permit Number is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c 11, S 150 A. The debris will be disposed of in: (Location of Fac / Signature of Permit Applicant Date NOTE: Demolition permit from the Town of North Andover must be obtained for gect J this project throu h the Office of the Building Inspector ' p. a The Commonwealth of Massachusetts Department of Industrial Accidents W Office ofn l vestogataons Boston, Mass. 02111 5�1b Workers'Compensation Insurance Affidavit Name Please Print Name: Location: // S City ��� ✓� 2 1-9 2 lSPhone # C 2 fir' 9.S'3 3 I am a homeowner performing all work myself. F1 I am a sole proprietor and have no one working in any capacity ETf"�l am an employer providing workers' compensation for my employees working on this job. Company name: Address ty /� 2 l7� 2 �� / G Cia S Phone#- ,2�/ �,.5-3 .s' Z Insurance.Co. t/ ca c Poligy# Company name: Address City: Phone#• Insurance Co. Policv# Failure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties of.a fine up to$1,500.00 and/or one years'imprisorwnent.as weH-as_cMi.penaltiesjntheSam-fa_STOP WDWORDER.,and..a.fine_of_(.$I.OD D)-a dayagainstme 1 understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. t I do hereby certify under pains a d pe (ties of pe ' ry tha a information provided above is true and correct. Signature Date Print name_ /Y,� �/ti �� (_"z� .C / T Ph one.# 3�5rzl Official use only do not write in this area to be completed by city or town official' City or Town Permittl icensing Building Dept []Check if immediate response is required .0 Licensin,q BOa/r/ E] Selectman's Office Contact person: Phone#: E] Health Department Ei Other . . ,; OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER r✓D o✓ 41CONSTRUCTION CONTROL PROJECT NUMIBER I�BZ PROJECT TITLE: �� Nn Po�►� �i1r510�� PROJECT LOCATION.--4 4-o 69'AT Apo R.cA9 NAME OF BUILDING: NATURE OF PROJECT: B-r'oac 9C1: t DLcti1 CE IN ACCORDANCE WITH ARTICLE 1'16 OF THE MASSACHUSETTS STATE BUILDING CODE, I' REGISTRATION NO. BEING A REGISTERED PROFESSIONAL ENGINEtPJARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ARCHITECTURAL STRUCTURAL @ MECHANICAL n FIRE PROTECTION 0 ELECTRICAL 0 OTHER(SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEGE.SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE.AND OCCUPANCY:.. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRE SENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance W the design apt, shop drawings,samples and other subrrtitt t which are submitted by the contractor in accordance with the requirerneft of the CGrAhmcdon docurr . 2. Review and approval of the quality control proms for all code4 equired controlled materials. 3. Be present at Intervals appropriate to the stage of coop to become, fly familiar wI&Mhe progress and quality of the work and to determine, In germl, If the work is being performed In a.nranner oormitstent with the cion doss PURSUANT TO SECTION 116.2 .2 . 1 SHALL SUBMIT WEEKLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. A IA SiG SUBSCRIBED AN�DpSWORM TO BEFORE ME THIS__-&_—DAY OF TUBE 20v,� NOTARY PUBLIC IVIY COMMISSION EXPIRES LILA R. LaGRASSE NOTARY PUBLIC , CoffWa weatdh of Messadu3etts My Comm6sion harm Ify 24,2007 .':r . . , OFFICE OF BUILDING INSPECTOR 64 74 ' o TOWN OF NORTH ANDOVER At, 4tA0✓ 't ` ' 90NSTRUC3'I0N CONTROL. PROJECT NUMBER:�Z_ PROJECT TITLE: 'D; Wo LA Rv5r j p E ,j cL-_ PROJECT LOCATION: 44-o c R: P T A do R.v P NAME OF BUILDING: NATURE OF PROJECT: B'TOrT15 9C�(0Lk)CE IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDWG'CODE, I' REGISTRATION NO. BEING A REGISTERED PROFESSIONAL ENGINEERIARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT a ARCHITECTURAL STRUCTURAL MECHANICAL 0 FIRE PROTECTION 0 ELECTRICAL LU OTHER(SPECIFY FOR THE ABOVE NAMt=R PROJECT AND THAT.TO THE BEST OF MY KNOWLEGE.SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISKM OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review;for conformance mance to the design drams WW �P other v are �+ s+�mittals �by t�oor�3rac0or in awe wAth the requirements of ttoe coon 2. Review and approval of the quality control pwe&m for aii cads-requiredcorodWmaftrials. S. Be present at Intervals a ppmpriaft to the stage of UC§M to with6the berme. generally familiar per ion►►edIn a.rrr�nner �c� R tl�e worle Is lasing PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY. A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR UPON COMPLETION.OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. A rA SUBSCRIBED AN�DpSWORM TO BEFORE ME THIS-&--DAY OF SI TUBE20_v S' NOTARY PUBLIC MY COMMISSION EXPIRES LILA R.LaGRASSE NOTARY PUBLIC CORlRIaB91wkh of Mmadmeft MY C;0MM% W Fx3-, f4W 24,2007 . s � N S LECALORIE INC. FLEET BANK 1782 ANTHONY DINAPOLI- PRESIDENT BEDFORD, NH 03110 PERSONALACCOUNT 23 CENTRAL STREET 54-49/114 11/17/2003 ANDOVER, MA 01810 PAY THE Town of North Andover **12,500.00 c ORDER OF $ u Twelve Thousand Five Hundred and DOLLARS ` .gym« e a Town of North Andover U. PO Box 124 _ E North Andover MA 01845 MEMO L AUTHO IZED SIGNATURE NP Great Pond Road/Permit 11000178211' 1:01140049D: 93991 7373911- 11'000 12 50000,1' '1'00000`100001', .nb E L E Z 1 b b E b :I5 b h OO l I 10:1 .115 E 'I 100-11 1piod 8u>ppq lo3 3a3 • OW3W ,w 3HniVNOIS 03THOHinv a3o���0 Sb810 VW aanopuy WON 1' bZi XOa Od Q 13AOPUV gu0N30 Umo,L c SHV-1104 uz pul2snoqj.ono $ ianopuy gl.�oN3o UM01, 3o d3aao 0 00.000`b** 3Hi 01 AVd v - OTT£O HN 'O80dG38 x �OOZ/S/8 bTT/6b tis 3AI80 HNVd 3AIln33X3 £ iNf1033V IVNOSd3d 1N301S3dd -IIOdVN10 JkNOHiNV OTT£O HN '0803038 'ONI `31a01dO31 i },T NNVB i33IJ FOR DEPOSIY ONLY FOR DEPOSIT ONLY , TOWN OF NORTH ANDOVER TOWN OF NORTH ANDOVER FLEET BANK FLEET BANK ACCT. #001410-2612 ACCT' #001410-2612 1141 7 6068 NIP 4th: I �1I 19 04 }� I r ,�v rd6D�.r,.L'•rh, '�r.r�' I�•.� .�r,ul a � ' tAORT" Town, ofreover ` No. � 'R,tel. _ .,.1• ��..,;` 4310 V Wit) -- A A l „ over, is ass,, ; ` COC KICMRW:CH ABOARD OF HEAL Food/K;cchenPE� l am IT T E Seept1CJ ISteITt THIS CERTIFIES THAT BUILDING INSPECTOR .............. ��� '"' Foundation has permission to buildings o� ��'AAOWRou' .. .......� .. .. toe oupied as r... 4ftucWtVA) ......... .. 1 Rh. .............. ...................................... I)MVIded that themney inn ampung this permit shag In every resp conform to the terms of thg appik ion on fid in Final this ofte, and to the provisions of the Codes and BY-Lajasng to the ins len, mon and Construction of Bulldi s In the Torn of North AndoVer. 3904471 - PLUMBING INSPECTOR VIOL ION of the Zoning or Building Regulations Voids this Parmit, Raaf PERMIT EXPIRES IN 6 MONTHS --nal wAP UNLESS CONSTRU ®NST T ELECTRICAL INSPECTOR 4W Rough .... ..... Service C004i i►Y � B DING INSPECTOR Final 0c&p_arwy Permit Required to Ocmpy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough Final No Lathing or Dry Fall To Be Don® FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner J Street No. EVE SE SIDE Smoke Det. P i �� �. F � �.�--� �� �� k i '. f I� C NORTIy Town of : over 090% o No. ..�., o A dover, Mass., COCH[CHEW ICK ORATED Pp� 'Cy �7 BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT......AvAo .-y........ P... ... A P...#—l/...................................................... Foundation has permission to erect........................................ buildings on ...4..q ........h.'�'....% .. ..... Rough to be occupied as..... �� » 'it 0 s}, Chimney ....N i..........�...... .. ............ . ....................................... ....................................................... .. Provided that the person accepting this permit shall in every respect conform to a terms of the application on file in Final this office, and to the provisions of the Codes any-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. Sv e % ` LV%44 .* h 4tw%* 0A#L,y PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. 30 ,0) Rough coq4 wo I - Final PEPdvIIT EXPERES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRU NST S Rough Z 8? c lfta ........ .........ex-�� ..... ................................................ Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove RoughFinal No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REP RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING � . . . BUILDING PERMIT NUMBER DATE ISSUED: SIGNATURE: mow t�, IN Building Commissioner1122raor of Buildings Date SECTION 1-SITE INFORMATION I C 1.1 Property Address: 1.2 Assessors Map and Parcel Number. Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area Fronts 8 1.6 BUILDING SETBACKS B Front Yard Side Yard Rear Yard ReqWred Provide Rapfired Provided ReqWlred Provided 1.7 Wats Supply M.G.L.C.40.§54) 1.3. Flood Zone lufmnostion: 1.8 SewaW Disposal System: Public ❑ ftm to ❑ Zone Outside Flood Zoae ❑ mus&ipai ❑ On Site Disposal System ❑ SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENTNA 2.1 Owner of Record 1s4, /�/ Dor S / Az�- a Nme n Address for Service ' T one Signa 1 (� 7ame r of R cur rin Address for Service: IT Signature Telephone SECTION 3-CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor. Not Applicable ❑ ' Licensed Construction Supervisor* C D� �. License Number Address All-5I A6 -�`� ��/3 9�%0 76 2 ,/�OSS �� Expiration Date Sig re Telephone 3.2 Registered Home Improvement Contractor Not Applicable ❑ Company Name Z� ( - Registration Number Address .7a�� �� rTO7 CCCJJJ 2113100 � / 5.S-3 3S Z s Expiration Baft Si ner Telephone SECTION 4-WORKERS COMPENSATION(M.G.L C 152 f 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building it. Signed affidavit Attached Yes.......❑ No.......0 SECTION 5 Description of Proposed Workcheck v appikable I INew Construction Existing Building A Repair($) ❑ Alterations(s) ❑ PAddition ❑ Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be OFFICIAL USE ONLY Com leted by permit applicant I. Building (a) Building Permit Fee Multiplier 2 Electrical (b) Estimated Total Cost of Construction 3 Plumb' Building Permit fee(a)x (b) 4 Mechanical HVAC 5 Fire Protection 6 Total 1+2+3+4+5 p —r Check Number SECTION 7a OWNER RUTH IRIZA TO BL-COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, as Owner/Authorized Agent of subject property Hereby authorize to act on My behalf,in all matt relative taw a o y i build ng permit application. Si iature of Owner Date SECTION 7b OWNE A D AGENI DE. LARATION 1' as Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are true and accurate,to the'best of my knowledge and belief Print Name Si ature of Owner/Aitent Dat NO. OF STORIES SIZE BASEMENT OR SLAB SIZE OF FLOOR TIMBERS 1 2 3RD SPAN DIMENSIONS OF SILLS DIMENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL OF CHIMNEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE NO DATE REVI6,ON8 1 10-16-12 i 2 EXISTING SECT D FLOOR JOISTS ATTACHED TO D BLOCKING 2 BOLTED TOS EL BEAM WITH SK16 2-$"0 THRU- OLTS*16" O.C. USE METAL JOST HANGERS AV 1/2"STIFFENER PLATES 20'-6't 16'-6"f EACH SIDE OF WEB BEAL W BEAM ^ ^ f ___________ _______ (v ____-_____-_ I I I I I I I I I C3 SK78 ,-----_----- "------- -------- ------ II I I -----------II-_-_---- -H ------------I(-------- -------- ---- -------- ------ I I EXISTING BEARING WALL UP, ___-_--_-T -_--------_ ------- I I I I I I I I I I I I I I I"I WALL BELOW TO BE REMO �- -L �'_'--'----_ ,"'"'-� 11-' _ 2-3/4'0 BOLTS ( I I I I I I I I I I I I I C.C.TO TEMPORARILY _____1 r__------- .---- -----------1 ' SS6x6 L___________ SHORE EXISTING STRUCTURE L !n I I I I I I I I I I I I III �----_----- I I AS REWIRED ---__-- r----------- I 2 _ IJ _L-_ __-__---_ _ EXISTINCSEARINGWALL____ __ ________ ________ - _________ --_-__-_-_-_-__ _ , BASE PLATE 3s"z8"x10" I I I I I I III I I I BELOW O BE REMOVED W I I N _-._________ 1 ___ _ G.C. I-__ _________ ________ U Z I III _ - I f—-----'----- EXISTING FLOOR SHORE EXISTING STRUCTURE I I W/2- %"0 THEADED RODS Z --- ------------I------------ -)QLST�.(]'fp)--- - AS REWIRED ---"I --- -------- -------- DRILL h EPDXY INTO Z ------==== ------- I ________ __________ H r=====_- __-----^___�__________,==_I II i EXITING CONCRETE WALL p --------I------ -I -- --------- -------' 6`EMBEDMENT d F II I I I 1 -----------r---------- 11 11 -_---- --_---------r-- - ---- --------- ---- ---------- a 3 Irl-L-}-ITL --'T�`-I- __==_=====I= _ I Ik=====_ -----------------------= 1--------- ---- ----------- I I I I I I .T__________ _w Irn II ,___-__ ---------- - L -------- I I I I I I I I I 1 �______ E IFc=====cL====c======J1==========c= ________ ____�____—___-_ EXISTING FLOOR � �I '.'.�.'. EXISTING CONCRETE O B� FOUNDATION WALL I I ------- li -----�___-----___- -- - ---- - zllz W24x55 * II ��RR II 1 I i I I I---------- IL------- -----------J----------- --------- W2,x62 ----- _--- --------- -----II V 7-"r,-"I 1'_�--r'."11 1 ---------- v-----�------ ----------- I------------ 1 W,Bx71 G u o II r--------- -- -----J ----------- I----------- --------- - W�T4:ioo -----_--� --------- ----11 2 SECTION I I I I I �-------- -_----- SKi6 SCALE: 3/4"-1'-0 I1 I I r---------�----------- 'I' -(E-) -L---- --1--- --------- ----- ----------- ------ -----11 O LUy 1 ( 1 I 1 VERSA-LAM POST UP 1 _ Jl J W {-.------ L-------- -- - ------ - -- Z I 1 i I I 1 II I I I I I 1 I `---------'L-----------MT L-------I ---- _________-____�`- J C7 ------------------------ ------------ 1 --------- ---------JLL== ------------------- I __ -,I-------- ------------ - Z ----------- I I I I I I I I I I I �-------___= I- I I -------- ------------ W ntnR- I I I I I I -----------L-----------III F----- ri------------ �----------- I I I I I I I I I I 1 I II --- - 1--------r _--1 ------ IL___-------- LLI _ I I I 1 I I t --�------------t i'--------------- -------- Z aw I I I I I III ------- 1 I I __ O �Q IIS----------- I -- -------- -- i---R--L-r-I--I--I--t-1-L J1) —- ---------- - I '�--- ��rr 2 'Jk•x7•VERSA-LAM J t O -- --------- POST UP ��II{{U If----------- -------- ---------- ---- ---- J- -------- USE ECCORSA-LAS2.S V/_ - L-__ -__ - __-_ .� ---_---_-____ _______ COLUMN CAP BY SIMPSON I I i I I I I I I I I r I I'�}----,-------- I eQ I I DATE: Jan.26 2012 I --J--------° I-- C3 -- 3 r_____ - __- -____- ---_ _- . .-..._ __- DRAWN: MRF SK78 ____________________ OCALE: AS NOTED ___________ 11F 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I C3 I la I I (t1)HSSBz8X.3123 BRACE 1 1 I I I I 1 '_ - 2 '---_--'--- ------ 1 SKI1 J-1-L- -1--1--L-1-L-1- L-1--1-1 sK16 -------- ------ SK16 ----------------------1 1 SECOND FLOOR FRAMING PART PLAN ------------- ------- SCALE: 1/4"_,'-O- NOTES: 1. FOR GENERAL NOTES SEE DRAWING SK4. 2. FOR TYPICAL DETAILS SEE DRAWING SK4. _-----_ y' 3. (E)INDICATES EXISTING CONDITION. EXISTING F100R ,� 1 -H W 4. (N)INDICATES NEW CONDITION. ____ _____FISTS(ZY-�__- _ ___-_- 1 (E)WOOD COLUMNS 10 BE S. DIMENSIONS SHOWN ARE APPROXIMATE,GENERAL CONTRACTOR $1 REMOVED UPON SUCCESSFUL I V TO FIELD VERIFY AND COORDINATE AS REQUIRED. ___________________ ______a 1.9 INSTALLATION OF CHANNELS �l @ STEEL SUPPORT COLUMNS N z 12'Jo1sTs (� INDICATES HSS6x6x.375 STEEL COLUMN ___________________ ______vl b sK7 W C78 _-__ --__ _ _ __(E)13'�x18"LVL Q Q cis TY'P FLLOOR16--O—C -'4S 0TS .. A Z Q SOLID BLOCKING (E)6-1�'z11Tb"LVL W O Q W FITTTED STIFFNER PLATE EACH SIDE -------------- -----1 �- Q O --IL - , a o CAP PLATE (E)2x6 STUDS �.N OF t.1gq�4 _____________ __ ____1 SK11 O O � Q TYP j I �:"xB"x,6• vlzy� -------------- -------1 a Z Lu HSS6x6 miCHAEL R. '�'t+� ------------- -------1 Q � o 4-3/4`�BOLTS--.t--j 12"JOISTs - F1LL40N w, ------------- �.--- Z (2)WxA7SOS SCREWS cls STi�UCTURA# ------- Z EACH JOIST f I cis b fin 3.4 84 ---------------1---------LI-- 1-- 2 --------1---- 6w"z7"VERSA-LAM W 2-Y."O ANCHOR BOLTS 1 L---I - I -------_-- POST UP 7YP i , i DRILLED B EPDXIED INTO --------------_ _--___-_____-_ _ __ SK1i _______ ____-______-_ _ USE ECCO7,1-6SDS2.5 EXISTING CONCRETE WALL C 6 ¢" ____-__-__ _-- I 1 T. 1 _ COLUMN CAP BY SIMPSON I` I 8"MIN.EMBEDMENT ` - 1_134�1].);_1Y11E0GER BOARD.__1_-----_-_____ (E)2x6 STUDS i 1 ATTACHED TO EXISTING FRAMING 1 `-•. O� / ------------ -- ------------1-W/(3)-WI-LAG_WREW6.@l6'_O.C. -ATTACH1"4 II?7"LVL LEDGER BOARD 1-- - ' ER-TO-EXISTING-fRAtiINC-- __1 •., EXISTING CONCRETE (2)ly'0 TRRU-BOLTS ___--_ -_-__- _1__--_-_--__--_1 _______1 W'�96•e LAG SCREWS o s'o.c__ Second Floor FOUNDATION WALL AT EACH STUD ;-3 ACGERED-TOP3�OTTOII BASE PLATE Yi 2"618"O.C. PLATE%•x6`CONTINUOUS ^ I ----------------1 Framing Part Plan EXISTING FLOOR 1_____-_ 1_______________ �z"x8'x12" _______________1__---FRAMING TTY-) -- 1 3 SECTION 4 SECTION ------------- 1---- ---------1--------------- $K16 SCALE: 3/4•-1'-0" 1 ---- 1 1 $K16 SCALE: 3/4"-1'-0" _______________1______________ ___- SK16 1_-___- _ __1_______________ ---------------1--------------1 1 --------- --------------- -------------- ------------- M C� C 0 d I --------------- ---------- ; ----;- IE @ IE a �] -------------- 19 --------------- -------------- _----____.1_----_--____-__ nD I I I I I I I I 1 I I I I I I I 1 06005 1--------------- APR 2 2013 NO DATE REVISIONS 1 10-10-12 2 -F EXISTING SECO D FLOOR JOISTS c. ATTACHED TOD BLOCKING 2 BOLTED TOS EL BEAM WITH SK18 2-YJ"0 THRU- OLTS®16"O.C. USE METAL JOST HANGERS 1/2"STIFFENER PLATES 20'-6"f 16'-6't EACH SIDE OF WEB BEA,L W BEAM I I I I I I I I I I I I I I I I C3 SK78 -I----------- -----'-- -------- -------• -----------I -------- --------- ---- ----------- - ------- -- - I I V I I I - - I I I I EXISTING BEARING WALL UP, - --------- ------- I I i l l l l l l l l l l -----------1L---_-...._--- 17 WALL BELOW TO BE REMO - ------------IL----------- --------- t____.)1_________-_I I- 2-3/4"O BOLTS—� I I I SS6x6 I I I I I I I I I I I I I I C.C.70 TEMPORARILY _________ ________ --------- ----------- ______--_-_ -- SHORE EtOSTiNG STRUCTURE ---______--_I ___-__ .---- If--- ASREOUIRED I I___ ________ ________ I ( I III I r _________ - EXISTING BEAPoNG WALL ----E EMO1 I III- ----------- ----- LI ---------- L------ LU ----- E TO I I I I I I III -_-_- I I I B6C�10 BTENPORARI�LY_-___ _-_ _-------__ ___----- BASE PLATE Wx6"x1O" z I I I I Ir---------- N ------------I --- - TYP I V z - ------ ---------- r--------_'- EXISTING FLOOR SHORE EXISTING STRUCTURE I I W/2- %0 THEADED RODS _1 z I I I I I I I I I III I I L_-_- __ �IQI_5T5,(T�)-__ _ AS REQUIRED_--_,j _-_ --------- -------- i DRILL&EPDXY INTO (�_ g ------------------------ 1 EXiSTINC CONCRETE WALL cp I I II------------ ---------- H fF=======_ -----------1-------------I I1 d F I I I I i I I -------- ------- 6'EMBEDMENT I I I I I I I I I -----------Ir----------- 11 __-- _ _====II=====-______- --------- ------y----------� -- - a { Irl-I� -Irk rf-I-llf-'- =__==_============_=== 1 I k=====_ ------------'-----------= --------- --- ------ -j �_____-__-- a I oI .-------------1-------- .:. 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FOR GENERAL NOTES SEE DRAIWNG SK4. 2. FOR TYPICAL DETAILS SEE DRAWING SK4. ------------------- ------- 3. (E)INDICATES EXISTING CONDITION. EXISTING FLOOR uj 4. (N)INDICATES NEW CONDITION. ---__--_-_�T�(ZYP�___ _ ----_-Y 1 N (E)WOOD COLUMNS TO BE 'r i{ I 5. DIMENSIONS SHOWN ARE APPROXIMATE,GENERAL CONTRACTOR , g REMOVED UPON SUCCEAL N (, TO FIELD VERIFY AND COORDINATE AS REWIRED. ___________________ ______ , INSTALLAl10N OF CHANNELS EL1 I z 12°JOISTF &STEEL SUPPORT COLUMNS N O INDICATES HSS6x6x.375 STEEL COLUMN ------------------- ---_-__�1 b �+� sK7 jjJ -------------- ------ (EN2'xt6"LVL Q Q C78YP ------------- ----- FLOORTOISTS-016'-O.0-, A Z 0 SOLID BLOCKING r (E)5-1�"x1,1"LVL W O 2 R ------------- -------1 - - - Q 00 (E)2x6 STUDS ���OF Gfq,��,4 ------------- -------1 SK11 O O 8 Q )'ix8"x15• ------------- ------- cc HSSBxB fJItGHAEL R. `f'cr� -------------- -------1 Z i 0 0 4-3/4"0 BOLTS— moi t2"JasTs Fl LL ON I p z Z (2)Yi xs SDs SCREWS C18 t? Fl AT EACH JOIST I i ____-_------1---'-- �- 1- 2 1-------------- W.7'VERSA-LAM 2-3i"0 ANCHOR BOLTS C78 No. 34^SA --- --- -- -- - - -------- uj - POST UP T�' i DRILLED&EPDXIED INTO �t --------------_1_-----__-_-_-_i_ - SK11 -__----'_-____------- - USE ECCO7.1-6SDS2.5 EXISTING CONCRETE WALL C B•MIN. EMBEDMENT ,R` ---------- -- I 1_I Y,-X11:{1_LVL_LEDGER-BOARD._-1_------------ - COLUMN CAP BY SIMPSON I— (E)2x6 STUDS 1�` ���. 1 , ATTACHED TO EXISTING FRAMING , --------------- ---------1-W/( 3belAG_sGRFws Qta'�.c. --A XCH -7o EzsTING GER FRAinNG-- EXISTING CONCRETE (2)Ye•0 THRU-BOLTS - A * "''• FOISTING ON WALL AT EACH SND ------------- _I_---_----_-_-_1 ___1 W/Wo LAG SCREWS o,6D.C. Second Floor '�. '_-_-___-__- '--STAG RED-TOP EWS0Wf--- BASE PLATE Yi 2"016"O.C. PLATE (1'x6•CONTINUOUS ^ ------------- ------------- ----- Framing Pan Plan _--EXISTING FLOOR 1_____--_---_-_1_-------------- 94'"xB'xi2 ---------------1FRAMING ZTYP)__-_ 1 SECTION 4 SECTION ------------- 1 --1---- ---------1--------------- SK16 SCALE: 3/4'-1'-0' - 1 _-------- 1 1 $K16 SCALE: 3/4"-1'-0" ------------ - ___---______-1------ , ----------_- - SK16 --------------_1___-_---__-___1 _____1 �] 1 , ------- ,_-------------- L C� 0 V CF ______1_—_---------- _--_----- --------------- D D 1 I I 1 __ _______ _---------- -----_ . ___-____ ------------------- 06005 APR 2 2013 NO DATE REV1910N6 10-m-1 x 12-14-12 F1n,rwe/WtlI .,,ova VIL r I OPEN N I OPEN H NFLO c ^ w ~ _{Se ELO :=� BELOW :� '!� OPENOPENg( :_S � :aL '^` BELOW �_1=I T` BELDW I.=I�I S T. 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PROVIDE SIMPSON STRONG-TIE TYPE'ECC'COLUMN CAPS --- --- • • • • AT THE TOPS OF ALL NEW VERSA-LAM COLUMNS. XA—m.- CAP E 2-111{1•BCI 800 JOIST4. ALL WALLS INDICATED ON PLAN ARE BELOW.S. iINDICATE METAL JOIST HANGERS AT ALL FLUSH CONNECTIONS.MC18 ALL HANGERS SHALL BE INSTALLED WTH SDS SCREWS IN CONFORMANCE WITH THEMANUFACTURERS RECOMMENDATIONS.S. ENGINEERED LUMBER TO E AS MANUFACTURED BY'BOISE CASCADE'LVL BEAMS SHALL BEBOLTED TOGETHER W CONFORMANCEARE TO BE INSTALLED IN CONFORMANCE WITH MANUFACTURERES RECOMMENDATIONS 6. DIMENSIONS SHOWN ARE APPROXIMATE,GENERAL CONTRACTOR -_PLATE ' ` �6•STEEL BOTTOM TO FIELD VERIFY AND COORDINATE COLUMN LOCATIONS AS REQUIRED. (E)2-11W 80 600 JOIST �'�x8"x1 S" 7. IN NO INSTANCE SHALL ANY EXISTING ATTIC TENSION TE RODS BE ALTERED. ---------------- PLATE ` T i i (2)15.0 THRU-BOLTS 8. CONTRSUPPACTOR TO VERIFY COLUMN LOAD PATH AT THE ENDS OF NEW BEAMS REQUIRING POST 1 T. CAP PLATE 3ix8"xi8" ----------- OPEN 7r�_ -' OPEN 1, -- -__-___----f__--_____ HSS6x6 i HSS6x6 i BRACE i COLUMN --_____-___�__ _ ~ 1 -- ------- N2-1 "11;'LVL�� ~ --� N2-2"x12" -- I - -- ----- ----------------- --- --- i 3'-Q W __ _ -__ -- - ----------------- _ * --(22-2•AVY Z ----------------- (E)2-2•x12"_- M Z 70 f{�S A i ------ - ------------- -------- W�j/�-_�� //�� _ __ -_--- -- -- -- ------_-_-_- _------ p_A Qa � / �``' "� ----- h _E2-2"x- ------- ---- ----- ----2'x1- ~ V/ w o = ===z_ _(�_____�-- O ' COLUMN BASE PLATE --s------_ _)__ Zcc �'x8•x12" CC EXISTING TIE ROD _ ------------------ ------_ NOT TO BEROD DISTURBEDW O Z li ' W/(2)�.•O ANCHORS I NOT TO 8E DISTURBED - I----- __- _-__-_--_-_-_ --- -(--- / N 2-2•x,2•-—- -N 2-2"x12.1--- Z FIRST FLOOR 6L". FRAMING aWS tea_=== z 1--- Z Q a BELO BELOW LLj BASE PLATE i I /'/�� n / O 34x8•xt 2• W/(2)-'0 ANCHORS • n A. EXISTING ' FOUNDATION WALL '• G ATTIC FRAMING t ` WCHAEL R. `^ FLOOR OPENINGS FILLIGAi STRUCTURAL No. 3498' SK15 s SECTION SK16 SCALE: 3/4"-1'-0" 81. �0�3 06005 NO DATE REV90ONS _L 10-16-12 Carogo framing 2 12-11-12 ib f Ron ftl R•nowl .• 6'-4j"3 6'-3j"3 6'-4j'1 i! (E)2-14'x11TQ LVL z . OPEN I OPEN it I _-i OPEN Y- i N it OPEN ELO �z4 _ BELOW I 0 ^ : BELOW �• PEAL �, OPEN !v ^ OPEN OPEN Tr L OWbdz vs ^Y_ adz '1_ s �z-r_ ' I . I • Avg' }__� in a a a a(N)z-1�'x11k'LVt r.a e a a --� Y_ - a m(N)2-1)1"x114'LVL G '+12000,113 -- .. z z mss• :d a z;=m e- ' ----'--'"----'----'---- _ -._ (N)2-1�'x11k"LVL ssi(N)2-1�"x114"LVLeaea (N2-1�i'xltY'lVL 1 '-' I'll D13J6 a ___-____ 1; >___--___-_____ _-_______--_ z _-_--__ --� N2-i 'x11 "LVL=-r-==-- - 7-6't --- ----- ---- -- .tea,_=�s�------ -- ----- -- ------------ _------------ ------' _� aas _sa.:� -------- --- ------ - ------ ---- ------' --- -------------- - r-------------- ----------- . ----------------- ------------------- r--- -----------� • W II---------------- -------.-.-__---- _-.� _ ___________JI V Z IIL---------------- ------------------- ••� Z r--------------- ------- ---- --- --------- _- ---------- ---- -------- - --=aa c ----------------- - ----- ----------------- am�o_ _ ----------------- ----------- --------- X= - I. ------------------- -------------� G Lu fo ----------------- aaal(N)2-114%l fYi LVLCaSZ64aG1rG al1=_aaaaaaaesaslf�l C E#aaGN2-1ij"x114"LVLaalS fIIala _ (N)2-2'x12' �c N 2-1�"%114'LVL =_ _-- _ N �� _ _ _- �------------— �1--_.N z, .N - = _-.� --_ ______ ___ ____ `O (n BELOW z•.__� --1 S ^Y-- k- ------------- W i•1. - r: I ------------------ _jW ilJr 91-L BELOWBELOWzBELOW ----------- -----E_1I,Sq_6 ST _ u. W n I�- � - - N_ SECOND FLOOR BELOW r------Rt. 11VELO./t FRAMING r___-_- Z Q H ATTIC FRAMING PLAN - 0 Y-----r__ _ ..� SCOR ALE: 3/16"�1'-0' NOTES:1. FOR GENERAL NOTES SEE DRAWING SK4. _-�_�2-11ib_r 600 JOIST-:_ J ccp 2. FOR TYPICAL DETAILS SEE DRAWING S _________________ a: Z 2x6 STUDS BEYOND 3. PROVIOE SIMPSON STRONG-TIE TYPE'ECC'COLUMN CAPS --- -- [:N- AT THE TOPS OF ALL NEW VERSA-LAM COLUMNS _ �(02-11yBq_Y00_JOIST_VOPE OATE: Dea6 2011 • • • • 4. ALLWALLSINDICATEDONPLANARE BELOW. DRAWN: MRF S. / INDICATE METAL JOIST HANGERS AT ALL FLUSH CONNECTIONS. Y M-—---R SCALE: AS NOTED MC16 ALL HANGERS SHALL BE INSTALLED PATH SDS SCREWS IN CONFORMANCE WITH THE6 MANUFACTURERS RECOMMENDATIONS. ve • • • S. ENONEERED LUMBER TO BE AS MANUFACTURED BY'BOISE CASCADE'LVL BEAMS SHALL BE -1BOLTED TOETHER IN CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS AND JOISTSOPEN ARE TO BE INSTALLED IN CONFORMANE WITH MANUFACTURERES RECOMMENDATIONS _ BELGW _ _6. DIMENSIONS MOWN ARE APPROXIMATE,GENERAL CONTRACTOR CAP PLATE \ ; ; 36STEEL BOTTOM TO flELOVERIFY AND COORDINATE COLUMN LOCATIONS AS REWIRED. z z(E)2-114-M 600 JOIST ''xB`x1 S` ; ; PLATE 7. IN NO INSTANCE SHALL ANY EXISTING ATTIC TENSION TIE RODS BE ALTERED. ---------------- S'-0j'1 4•_11.3 i • B. CONTRACTOR TO VERIFY COLUMN LOAD PATH AT THE ENDS OF NEW BEAMS REQUIRING POST �.� TYP i i (2)Yee THRU-BOLTS SUPPORT. CAP PLATE X"x6"05• ----------- OPEN ---------Hss6x -- --------- HSS6x6 �(N)2-2%12'._p�tj�'S � ff BRACE � � COLUMN ----------- BRACE �"LVL -- ------- ------ ------ - --_-____ _-- -- ------------------ --- --- 3=-Q W ----------------- -_- - _ -- - _ ____ _ _(E)2-2'x12'— _________________ __(E)2-2'x12=- 11 Z �d-------- ----------------- --------�F W Y � ( ------------------ --------} Nq-------- — ---------- _ G Q ¢ -�(�2s2=x12=- ------------------ z(E)2�2=dY�9 ___ 0A Z O H556x6 i BASE PLATE s=�:------- ------------------ --------)__- EXI572JC PE ROD V/UJ O CC COLUMN -h"xB'%12" EXISTING TIE ROD - ------------------ -______ NOT TO BE DIS 7UR6ED Z > W/(2)-%"O ANCHORS NOT TO BE DISTURBED -__)----_-- ------------------ --- _r_-_ N2-2'x1Y_—_ -N2-2'x12'3___ TYP -- ------------------ -_- N 4V F__ Q a.a. a 6 m -�__--_ - �N b O > Z FIRST FLOORc. FRAMING --�z z m� BELOW a------II ----- w c -i�F a 0 Z BASE PLATE 3i xS"x12' W/(2)3i O ANCHORS W OF 41tv e EXISTING CONCRETE �y ' FOUNDATION WALL V ATTIC FRAMING MICHAEL R. �� FLOOR OPENINGS F1LLION ( STRUCTURAL s SECTION '��34984 S K 15 SK16 SCALE: 3/4"-1'-0' pyo f3 06005 NO DATE REVDM M 10'-4,�'3 11•_p•* ,6'-3"t 16'-4"t / -15-1x D a 1x-11-1T R FOUN. � 1'-2r�•H: i i EXISTING CONCRETE FOUNDATION WALL _- - - CONTRACTOR TO VERIFY EXISTING CONDITIONS EXISTING CONCRETE FOUNDATICN WALL -—-�-— �- _- r —_—_—_�_—_—_—®— INCLUDING FROST PROTECTION CONTRACTOR TO VERIFY EXISTING CONDITIONS _—_— T� INCLUDING FROST PROTECTIN7 r I I SK14 I ' I � II I ' I j�l '�' * • � i III m V Z zg c I — ----- -- I -- (L II fCL -- I ---I --- Ili lO S -- I I -- --- I j'I Z • o IT — -----=---I --- 02 Lu 1 1 I I * J II . I EXISTING EXTERIOR WALLS I I I A LL Lu n N II H II o - --------- --- All U, ^1 -- I i i i ► - --- — o i= I--- ---- -- - -_ 1 J o R I I --�---------I------ I I ri,, SKV,4 J it 0 o I O I — -- ----- -- — I O I O N I I i I I DATE: Oct.25,2011 II DRAWN: MRF SCAM: AS NOTED O I I I I EXISTING CONCRETE I 1 1 I I I I FOUNDATION WALL � � L _____________________ _________ - ( I I __________ -- --------- --------- --------- --------- --------- I O 0 I I ,,_2�.* I I I I ► I 6'-3•� C`'c� o� `l I I SK,4 11 16-1 f -42 t 12'-0•* 12'-5j W LOW ROOF FOUNDATION PLAN �o �� d ir.2 WSCALE: )fe-,'-o' F2 +// Q cr N07ES: Z01. FOR GENERAL NOTES SEE DRAWING SK4. HS54x4 STEEL c y��/�j ryncr 2. FOR TYPICAL SON ST SEE DRAWING SK4. COLUMN BRICK OR ii W O cr 0WPROVIDE CAL DEN STRONG-TIE TYPE'ABU88'POST BASES STONE VENEER AT THE BOTTOMS OF ALL NEW VERSA-LAM COLUMNS. /M DOWELS 24x36' �- Z4. THE BOTTOMS OF NEWFOUNDATIONS SHALL BE ON UNDISTURBED SOILFREE OF ORGANICS AND CAPABLE OF SUPPORTING 2 TONS PER SQUARE FOOT. 2B5 CONTINUOUS r ! Q O 0 5. B�DEMS ON NEW FOOTINGS SHALL BE A MINIMUM OF 4 FEET BELOW FINISH i '�i / /' / GaZ J > d8. THE CONDITION OF THE REAR EXISTING EXTERIOR FOUNDATION WALLS SHALL BE FINISHED /Y 4•L/ J ( 1 O QQ SURVEYED BY THE CONTRACTOR AND THEIR CONDITION REPORTED TO THE m aooGRADE AA zSTRUCTURAL ENGINEER OF RECORD FOR EVALUATION. o�oo 5' I�i�5. DIMENSIONS SHOWN ARE APPROXIMATE,GENERAL CONTRACTOR /p , /`'/ W oTO FIELD VERIFY AND COORDINATE COWMN LOCATIONS AS REQUIRED. o / T �( //�yQ (Ff crBASE PLA1E 3 4'x5"x10" � , ZF2 INDICATES CONCRETE PIER 7x2'SQUARE,BOTTOM ooO po /( ) /eW 2 3 4'4 THREADED RODS ZOF FOOTING 4'BELOW FINISH GRADE B'CMU WALL ON 12"CMU WALL ooDRILLED&EPDXIED INTO REINFORCED W/y5 O 32.O.C. VERTICAL O o CONCRETE 6"EMBEDMENTGROUT VERTICAL CELLS SOLIDF2 UJIPROVIDE STANDARD LADDER TYPE HORIZONTAL JOINT REINFORCINGBY DUR-O-WALL OR EQUIVALENT.AT COLUMN LOCATIONS PROVIDEO° HSS4x4 d5 BARS IN GROUTED IN (4)CELLSCENTERED ONCOLUMN SASE PLATE DETAIL ° 2 SCALE: 3/4"-,'-O" LOW ROOF SNS CONTINUOUS FOUNDATION MASONRY t c CONCRETE MASONRY UNITS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE ERECTED AS LOAD BEARING CONCRETE MASONRYQ Q O WITH A MINIMUM PRISM STRENGTH OF f m-1500 PSI,INDIVIDUAL UNIT COMPRESSIVE STRENGTH OF 2000 PSI AND FULL INSPECTION. COMPLY PATH THE NATIONAL CONCRETE MASONRY ASSOCIATION"SPECIFICATION FOR THE DESIGN AND CONSTRUCTION B" F2 F2 F2 OF LOAD BEARING CONCRETE MASONRY METHODS FOR MATERIALS.MEODS AND WORKMANSHIP NOT OTHERWISE SHOWN FOR THESE WALLS. F � SK14 2'-0• INSTALL VERTICAL REINFORCING BARS IN WALLS AS SHOWN ON THE DRAWINGS. ADD 2- VERTICAL BARS AT EACH SIDE OF 1 a OPENINGS. POSITION ALL VERTICAL BARS WITH 9 CAGE POSITIONERS,D/AB1O BY DUR-O-WAL.OR APPROVED EQUAL.LOCATED _ AT TOP OF FIRST COURSE,ONE COURSE BELOW TOP OF WALL AND AT A MAXIMUM SPACING VERTICALLY TO INSURE PROPER .✓.� PLACEMENT OF 1HE BARS. HORIZONTAL JOINT REINFORCEMENT SHALL BE STANDARD LADDER TYPE AT 16 INCHES ON CENTER. +> � .�� ,.L ALIGN CORES OF UNITS VERTICALLY TO PROVIDE FOR PROPER INSTALLATION OF VERTICAL REINFORCING BARS AND GROUTING. SK� SEC � COMPLETELY FILL ALL CORES CONTAINING REINFORCING BARS AND BOND BEAMS WITH HIGH STRENGTH PORTLAND CEMENT GROUT. �� ON FILL ALL CORES OF UNITS SOLID WITH MORTAR AT ALL WALL ANCHORS AND INSERTS. i!2 STRUCTURAL 06005 P�4n_ 348+4 � NO DATE REVISIONS - 11'-0'3 1 to-16-12 12-14_12 REVISED FOUND, I ' EXISTING CONCRETE FOUNDATION WALL _ CONTRACTOR TO VERIFY EXISTING CONDITIONS EXISTING CONCRETE FOUNDATION WALL -—-�-— —- ♦- =- ^ SE& r----•' i INCLUDING FROST PROTECTION CONTRACTOR TO VERIFY EXISTING CONDION TIS -� 1 I I 'INCLUDING FROST PROTECTION�! rl li SK14 SK74 � 1 i I I - J T -- - -— __ I I__ -- - --- -- ----- --�I -- I� ; III ' V Z m 41 I S b Nn II i1 Z • c Sic^ I ',I EXISTING EXTERIOR WALLS III ,i LL Lu I:N -- --------- --- - ------ —-—- ------- I ----- T iJ 0 JLLr^d O MLL V z LNz 'LU • I I C o C 10 I j 1 7 oATE: oot.zs 2011 7 I I I I I I I I I i it DRAWN: MRF SCALE: AS NOTED I I i EXISTING CONCRETE FOUNDATION WALL I I I I I i II II I II' � --- L-----_---__ - -_r--- -------_------ ------- _-_--- --r_-- ----_-- �_— III -- t C 1 -- --- 1 ----� 1 SK14 16-1�'t --4�t I 12'-O"i I 9-9't -8"t I I7'-3"3 I 10'-3't 10'-0�'3 1Y-54'1 W LOW ROOF FOUNDATION PLAN a r12 W SCALE: W-1'-0" I F2 Q O< NOTES: Q 1. FOR GENERAL NOTES SEE DRAWING SK4. HSS4x4 STEEL ��—/� Z 2. FOR TYPICAL DETAILS SEE DRAWING SK4. COLUMN BRICK OR Vl 3. PROVIDE SIMPSON STRONG-TIE TYPE'ABU66'POST BASES STONE VENEER W O C W AT THE BOTTOMS OF ALL NEW VERSA-LAM COLUMNS. ' 4. THE BOTTOMS OF NEW FOUNDATIONS SHALL BE ON UNDISTURBED SOIL M4 DOWELS 24'x36" FREE OF ORGANICS AND CAPABLE OF SUPPORTING 2 TONS PER SQUARE FOOT. ~ Z O 5. BOTTOMS ON NEW FOOTINGS SHALL BE A MINIMUM OF 4 FEET BELOW FINISH 2p5 CONTINUOUS Q O GRADE. ' ' J > d Z 6. THE CONDITION OF THE REAR EXISTING EXTERIOR FOUNDATION WALLS SHALL BE +- SURVEYED BY THE CONTRACTOR AND THEIR CONDITION REPORTED TO THE .. FINISHED Ow 5. DIMENSIONSSTRUCTURALENGINEER OF SHOWN ARE APPROXIMATE,GENERAL CONTRACTOR 1°D FOR EVALUATION. o_o o.o.g o o GRADE 5, Ii LUTO FIELD VERIFY AND COORDINATE COLUMN LOCATIONS AS REQUIRED. o 00. o+. � BASE PLATE 3/4"x5"x10" O O F2 INDICATES CONCRETE PIER 2'x7 SQUARE,BOTTOM e 0°Op°eo° W/(2)3/4"m THREADED RODS z_c DRILLED 6:EPDXIED INTOOF FOOTING 4'BELOW FINISH CRAOE B"CMU WALL ON 1Y CMU WALL a ZREINFORCED W/M5 O 32"O.C. VERTICAL o CONCRETE 8'EMBEDMENTOGROUT VERTICAL CELLS SOLID o 0 rt1PROVIDE STANDARD LADDER TYPE WHORIZONTAL JOINT REINFORCINGBY DUR-O-WALL OR EQUIVALENT.AT COLUMN LOCATIONS PROVIDE c HSS4x4 BARSIN GROUTED IN(4)CELLS CENTERED ON COLUMN SASE PLATE DETAIL °2 SCALE: 3/4"-,'-0" LOW ROOF MASONRY 3#5 CONTINUOUs FOUNDATION c CONCRETE MASONRY UNITS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE ERECTED AS LOAD BEARING CONCRETE MASONRYa 0 WITH A MINIMUM PRISM STRENGTH OF f m - 1500 PSI,INDIVIDUAL UNIT COMPRESSIVE STRENGTH OF 2000 PSI AND FULL B. INSPECTION. COMPLY OATH THE NATIONAL CONCRETE MASONRY ASSOCIATION"SPECIFICATION FOR THE DESIGN AND CONSTRUCTION F2 F2 F2 F2 OF LOAD BEARING CONCRETE MASONRY FOR MATERIALS,METHODS AND WORKMANSHIP NOT OTHERWISE SHOWN FOR THESE WALLS. SKDRAWINGS, F INSTALL VERTICAL REINFORCING BARS IN WALLS AS SHOWN ON THE ADD 2-#g VERTICAL BARS AT EACH SIDE OF 91i t'+ , OPENINGS. POSITION ALL VERTICAL BARS WITH 9 GAGE POSITIONERS,D/ABIO BY DUIR-O-WAL,OR APPROVED EQUAL,LOCATED AT TOP OF FIRST COURSE,ONE COURSE BELOW TOP OF WALL AND AT A MAXIMUM SPACING VERTICALLY TO INSURE PROPER .. d.�, PLACEMENT OF THE BARS. HORIZONTAL JOINT REINFORCEMENT SHALL BE STANDARD LADDER TYPE AT 16 INCHES ON CENTER. 'I C ALIGN CORES OF UNITS VERTICALLY TO PROVIDE FOR PROPER INSTALLATION OF VERTICAL REINFORCING BARS AND GROUTING. SI(� SC L�/4"ONO• `'' •�L COMPLETELY FILL ALL CORES CONTAINING REINFORCING BARS AND BOND BEAMS WITH HIGH STRENGTH PORTLAND CEMENT GROUT. F1LLION "� FILL ALL CORES OF UNITS SOLID WITH MORTAR AT ALL WALL ANCHORS AND INSERTS. N STRUCTURAL 06005 N� 3498,4 ifl.PtAIL E 71 NO DATE REVISIONS 2'_0• 3 18'-t3 1 10'-43 1t�_p•3 18'-3"3 18'-4'3 2'-0' 2 1-25-1 REVISED FRAMING - 16-1 y, 8'-Oi'� 1'-22•t I I I 1. 8,-2•i a 11-12 12 t Ix-i�-ix r e roo ramn N '1 2"X12' ' 27X12• I I I I 2'X12• I I I 9 1 I I CI N C1 WIOxi9 C1 (2 tA'zn34•ILVI 213j•x11 LVL Ca 21 X11 L 02 a�i•%I1Sf'LK 2 A•zHK lVl 21 1%L Ox 9 _- -- 1i C1 N N •N SEAL %12 'X12 •X12 X12 x12 O 16'O.C. ^� O 16"O.0 ^� 16.0. ^�' 6� O 16.O.C. 16"O.0 r;N I� I� I T= JXT LVL (2)13';x11%'LVL N 2)1%•XT w l C ?. � b (2)13:'X1146"LVL 3 1 'X11 •LYL a o �fc 7L '( 71• 'q• I ^� " .'a.� 2 2 � •� N N N Z 5 (2)%7XIIW LVL .N C2 2 1 •x11 •lVLC2 -— Cf_ 'i CC (� C t4—1;2ii/010 J3 •N CaN Z e O 21 %11TH-Rt. LVL __ —y 'NLLI W (O Z - c; 441 �_ o J z `e N N �p r I I 1 N N I z a 21 , LVL ,N�-y__/�' Ad AS _ ^ 211", IIW LVL O77�" 'Q T [LL �1 7 no 1 _ _—_— _ _ _—_ _ ( 2'X12•RAFTERS y{ di O to 1 v `e-1v e-.. i1 U � L DYER 2•x10•RAFTERS — , �' 2 O,6•D.G. '�^ iO �Ca �® I® 21 4 1 LVl 2 1•X11 L 21 s X11 lN.- I ; I � 'a ORAS: MRf 25 aon ` -— •Cte ALF: AS NOTED I _ C2 21)"i%Ifs LVL Ca � •x1z F5:4 x,z R •xfz +" aT O 16'O.C. �• O 16'O.0 O 18.O.0 7Ryy —g, LOW ROOF FRAMING PLAN 02 (2>1X'Xn46'LVL ca (2)I%"XII%'L vnax, ( "�--" SCALE: )W-I'-O" Ct 21 1 L _ NOTES: CI 1. FOR GENERAL NOTES SEE DRAWING S(4, 22 2. FOR TYPICAL DETAILS SEE DRAWING SK4. 2'X12' 'X12' '%12" 3. PROMDE SIMPSON STRONG-RE TYPE'ECC'COLUMN CAPS AT THE TOPS OF ALL NEW VERSA-LAM COLUMNS. 4. ALL WALLS INDICATED ON PLAN ARE BELOW. INDICATES SPAN OF 46''CD)P PLYWOOD SHEATHING ATTACHED ^ I 11'-3°3 I 10' o TO ROOF RAFTERS WITH THREADED GALVANIZED NAILS. O L LJ i C N C' uj S. METAL JOIST HANGERS SHALL BE INSTALLED AT ALL FLUSH CONNECTIONS AS SPECIFIED: 213"1D1 LVL _ AT 2'x12"RAFTERS USE LU210 HANGERS BY'SIMPSON' AT(3)11W LVL••USE HGUS412 H 2 HANGERS BY'SMPSON' EF• W PLYWOOD 2'MINIMUM O /`/6 1 y�-� � I Z AT(2)11W LVL'e USE HOU54,2 HANGERS BY'SIMPSON' �// C/ ALL HANGERS SHALL BE INSTALLED WITH SDS SCREWS IN CONFORMANCE WITH THE GO 2'-p• W MANUFACTURERS RECOMMENDATIONS. SOLID BLOCKING Q Q 6. ENGINEERED LUMBER TO BE AS MANUFACTURED BY'BOISE CASCADE'LVL BEAMS SHALL BE Ir=__=_1 O BOLTED TOGETHER IN CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS AND JOISTS ii li �/� Z ARE TO BE INSTALLED IN CONFORMANCE WITH MANUFACTURERES RECOMMENDATIONS. WUJ O CC af 6. DIMENSIONS SHOWN ARE APPROXIMATE,GENERAL CONTRACTOR Q Ll.l TO FIELD VERIFY AND COORDINATE COLUMN LOCATIONS AS REOUIRED. 3/4'CAP L6.cc=odl li Z 7. P_ INDICATES WELDED MOMENT CONNECTION SEE DETAIL THIS DRAWING PLAN S. ALL NEW VERSA-LAM COLUMNS SHALL BE CONTINUOUS AND BLOCKED SOLID AT THE SECOND FLOOR LEVEL (2)2•x12'HIGH(TYP.) Q EL W 9. ROOF TO BE PITCHED AWAY FROM RESIDENCE AT A MINIMUM SLOPE OF A'PER FOOT O O USING TAPERED INSULATION,ROOF RAFTERS SHALL NOT BE T. I i 2•x6•WOOD PLATE ATTACHED TO Z 10. THE MAXIMUM END NOTCH DEPTH FOR 1146"LVL's SHALL NOT EXCEED 3•. i0 STEEL BEAM W/A"o THRU-BOLTS Z Oil IiO O 16"O.C. STAGGERED EACH INDICATES HSS4x4x.6 STEEL COLUMN i I I iO SIDE OF WEB 2•X12•LOW(TYP.) Ct NSIDE WOOD COLUMN OTED : (2)2•X10•LI cr 0 Z I I' METAL HURRICANE CLIPS AT EACH Z O IND® RATED 40,000 POUNDS.ANCHORED S WOOD STRUCTURAL COLUMNI I ROOF RAFTER Ca Q AT BATE AND CAPITAL D/B,PLA.tE I I 3/B'THRU PLATE BOTTOM(TYPICAL) I I MINIMUM BEAM FLANGE W I I 3, WIDTH + 1° T I I HSS COLUMN i 2"%12"RAFTERS r TYP 1 OVER 2'x70•RAFTERS ® O ,� 0 16"O.C.(TYP.) flf f.! S ------ ---- -10 r-1o' LOW ROOF at elor�roMOP '-2 '-z b 2"X6"RAFTERS— FRAMING PLAN yG 0 COLING JOISTS MICHAEL R. "�� 016•D.C. F`LUbON AT ROOF s/1s Tw cz ® 0 cz STRUCTURAL (3)2x,z" 14. 34981 TYPICAL MOMENT MOMENT CONNEC�ON DETAILS AT HSS COLUMNS AT HSS COLUMNS SK1 3 n-63 10'-63 to-e3 n'-s3 NO SCALE �" 06005 NO DATE REVItBONe 2'-0- 18'-1�'* 16'-3"* 18'-4"* 2'-0' / 1-25-1 REVI95 a /0-1e-12 8'_2•* 7-16-1 REVISED FRAMING _L_ 12-14-12 12-14-12 r e roo romn • N � I � '%1 ' LL 2•x12• 2•X12• � 2-612. 12 C1 W10x19 C7 (2)1>7j'x111i6" LVL C2 2 13f%11 lVL O2 2W4 I'Ijc lT IIIIIIII C12 3�x1,T�'LVl 2xHKLVL 21♦ I%L ox 9 C7 rl SEAL •x12 •X12 •x12 x12 X1O 18'O.C. O i6'O.0 18'0. O 18'O.C. 18"O.0 C2I 1,)e4*Xll IV XItS'LVLL 2 3S'X71�¢ L H •our N C2 0 (2)1� ou LVL 3 'LVL T Cl J ¢A z )4' j. Z Z CL1 •LVL G247 � 02 11� o Tn Sc 'c' 'a'o '!V'-714. p 1• r p !`I W 21 xn LVl —- (2Tvyvww LVL co O cc Jw dz N�J i� ,dI- -_ p 4 j bg m * 41 �J rI{L rr� I ` Ma 21 1 LVLta j ,tpl 2 i t1 LN. _— O F� cz - - ca - --- -- -- --- --- ---- --- - ----- ----- --- --- - -- -------- jslal a 0 —� - M17H I I I I P ----� - - --- ; 2•X,2•RAFTERS4/1 j i!_& _ o * xJ a O OVER 2•x10"RAFTERS �' LL Z 016'O.C. 21 4 11 I.A. 2 1 4X11 L 2 1 s X11 LVL I I DRAWN: MRF'z DATE: Oct.28 2011 -z I 111 I S' I y+ ° 2I MI3f LVL C2 -- SCALE: AS NOTED ° • C2 H •x12 G •X12 •x12 A` O 16"O.C. �` O 16.O.0 *is O.0d- n LOW ROOF FRAMING PLAN b 02 (z>1�xI1Y?�'LVL 0x (z)+�:"x11%"LvL VAoxt 1 " SCALE: W-I'-0' C1 C7 C2 ` 2I P L _— NOTES Cl 1. FOR GENERAL NOTES SEE DRAWING SK4.2 FOR Lv RAWING SK4. 2'X12' 2'X12• 2•X12' 3. PROVIDE I SIMPSONCAL ASTRONG-ILS SEE TIE TYPE ECC'COLUMN CAPS i Ao,,!AT THE TOPS OF ALL NEW VERSA-LAM CGLUMNS.4. ALL WALLS INDICATED ON PLAN ARE BELOW.INDICATES SPAN OF 9E''CDX'PLYWOOD SHEATHING ATTACHEDTO ROOF RAFTERS WITH THREADED GALVANIZED NAILS WS. METAL JOIST HANGERS SHALL BE INSTALLED AT ALL FLUSH CONNECTIONS AS SPECIFIED: T I_ AT 2•x12•RAFTERS USE LU210 HANGERS BY'SIMPSON' 2 -— V AT(3)11W LVL USE HGUSS50 12 HANDERS BY'SIMPSON' OL. AT 2)11%•LVL'e USE NG1S412 HANGERS BY'SIMPSON' 2- MINIMUM C2 Z ( EF 46'PLYWOOD ALL HANGERS STALL BE INSTALLED WITH SDS SCREWS IN CONFORMANCE WITH THE .J ®I 2'_0• W Q MANUFACTURERS RECOMMENDATIONS. -SOLID BLOCKING ix Q 6. ENGINEERED LUMBER TO BE AS MANUFACTURED BY'BOISE CASCADE'LVL BEAMS SHALL BE --- BOLTED TOGETHER IN CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS AND JOISTS A Z O ARE TO BE INSTALLED IN CONFORMANCE WITH MANUFACTURERES RECOMMENDATIONS II V/ 6. DIMENSIONS SHOWN ARE APPROXIMATE,GENERAL CONTRACTOR �� W 0 d TO FIELD VERIFY AND COORDINATE COLUMN LOCATIONS AS REQUIRED. W 7. ►•- INDICATES WELDED MOMENT CONNECTION SEE DETAIL THIS DRAWING PLLAATE 1L_o__vJl /I/ Z > S. ALL NEW VERSA-LAM COLUMNS SHALL BE CONTINUOUS AND BLOCKED SOLID AT THE Si SECOND FLOOR LEVEL (2)2•X12•HIGH(TYP.) d Q 9. ROOF TO BE PITCHED AWAY FROM RESIDENCE AT A MINIMUM SLOPE OF Y4 PER FOOT J USING TAPERED INSULATION,ROOF RAFTERS SHALL NOT BE CUT. ,I li 2"x6"WOOD PLATE ATTACHED TO O O qQ 10. THE MAXIMUM END NOTCH DEPTH FOR 1118-LVL'e SHALL NOT EXCEED 3". I I i0 STEEL BEAM W/Ya•0 THRU-BOLTS Z W INDICATES HSS4x4x.5 STEEL COLUMN ptl IIp SDE Oo'WEBC.STAGGERED EACH 2'X12'LOW(TYP.) Q � W � � Ct INSIDE WOOD COLUMN O� (2)2•X10•LOW.(TYP.) I I METAL HURRICANE CLIPS AT EACH Z Z ® INDICATES WOOD STRUCTURAL COLUMN I ROOF RAFTER C2 RATED FOR 40,000 POUNDS,ANCHORED AT BATE AND CAPITAL 3/8'THRU PLATE S/8-PLATE BOTTOM(TYPICAL) MINIMUM BEAM FLANGE I 3, WIDTH + 1" W I I HSS COLUMN TYP 2'X12°RAFTERS r ;1 OVER 2'x10•RAFTERS O s_-- o1s o.c.(EYP.) _10 2-10" LOW ROOF ©F IdgSS TYPICAL TOP e : 1'_2• � 1'-2' L '�y &BOTTOM 2"%6°RAFTERS b FRAMING PLAN 6:CEILING JOISTS UICHAEL R. `�'tR•a o 16•D.C. FYLLI �, ROOF TTP 5/Is cz Q cz c2 cz STRUCTURAL (3)2'x,2' SK1 3 ft 349814 TYPICAL MOMENT CONNECTION DETAILS AT HSS COLUMNS I 1r-s* 1o'-a* Io'-e* 1+'-s NO SCALE a 06005 NOI DATE I REVIeIONB o fa isMina 1 UAL Indicate ExIstin 18'-2" Walls INDICATE EXISTING EL2 WORD FRAMED WALLS 1. SK7 (••, NTOSSB%5X.3125 COLUMN ERSA-LAM Dow(ty FOUNDATION BELOW 17. B AP BY SI MPS ON/nJ I _____________ ______-_ 5'-4" Sao" I CC) L ' W 1u61 11--f won J IV'WellsIndicate New Ino g �Dlnete With Ga Bae Cabinets ___---__1 ! �D y C With Granite Counter Top O 1 e _ dz 0 Z S2 k •� EL7 ! uj ------, � SK7 ------------------- -------- ! aIL �LL ___ ______ _7> 10 I ` IXTS(H ----------_ISM -- -----11 O s.otE ------------------- ro W5Ki ® KITCHEN ------s i J W01- - s Z ------------------- ------ r _ - 4 0 I - ----� ------------- --_- --__ __�.._._.__, k LL Lu 11 11 a 1t Island With Base ---------------------- (E)5-13i�x113b"LVL Q U1 (N)HSSIx4x.25 STEEL COLUMN Cabinets&Granite 1 DOWN TO FOUNDATION BELOW O D: 44 Counter Top C ------------- - 1 ATTACH W/1¢"x5"x10"BASE PLATE • 15:4 1 w/2-t/Yr ANCHOR BOLTS. WELD < M _____________ _______ SK11 STEEL BEAM ABOVE TO COLUMN J p PROVIDE W FITTED STIFFENER 'n U i o IndlaaGe Full ------------- ------- PLATES TO WEB OF BEAM �„�. v? Haight Cabinet 1 ABOVE COLUMN. ------------- ------- DATE: MaY 18 2011 DRAWN: MRF ------------- _-------1 tiCALE: ASN D ------------ ------------ 1 poor , ^'-------- L.�-4. 1 30'x80' --------L- - -- - 2 I - %%7 VERSA-LAY -------------- ------ISI-1-------------- BATH N --------- -----'----------- --�- - SK11------I t_4 ,_ ____ _ __ (N)HSS8%8X.3125 COLUMN _---1_1 7.U]�'_L1dLEDOERBOARDSSt - - -- DOWN 10 FOUNDATION BELOW 1 ATTACHED TO E10ST1NG FRAMIN�'LLI 1 1f /�!i� / `� O --------------- --------------1-W10)NJ @1.8.'�.C.1, /// G(f ' I -------------1------------I�t-1 _ 1 1 I 1 --------------- -- -- -----' II �' � ( EXISTING FLOOR 1-- ( -__FRAMING(TP) ___-___-__i.�� GARAGE --------------A--------------�------ -----j�-i. � C --------------- -------------- --------------- ----------------------- ----------------------------1-------------- -------------- ______ ____ ___ - -I-1I- - - 7_7 -7-7 -r(1III1) -1I L7 Z Oa 2 -------------- nC s ji I I I I 1 I I IIII 1 O C3 W ---------------1 I I I 1 I I I IIII 1 �' P Z > ---------------i I I I 1 I I I I III 1 Q a Q I I I 1 I I I IIII 1 ---------------' I I I I 1 I I III 1 J > Z I I I I I I III 1 ---------------- I I I , , I I 1 I I I I I I II;1 1 L Z Cr Z5 Er ------------- I_ I_ _ Iell I I II I FIRST FLOOR PART PLAN 7 SCALE: 1/4'-1'-0' SECOND FLOOR FRAMING PART PLAN lrJ SCALE: 1/4"-1'-0" i ____ NOTES PROVIDE 16"FlTTEO SRFFENER" ` 1. FOR GENERAL NOTES SEE DRAWING SK4. PLATES TO WEB OF BEAM r 2. FOR TYPICAL DETAILS SEE DRAWWNG SK4. ABOVE COLUMN. 3. E)INDICATES EXISTING CONDITION. 4. N)INDICATES NEW CONDITION. S. DIMENSIONS SHOWN ARE APPROXIMATE,GENERAL CONTRACTOR KITCHEN PLAN TO FIELD VERIFY AND COORDINATE AS REQUIRED. OF cifAREVISIONS Ss�� MICHAEL R. G� � F1iUON STRUCTURAL SK12 Na. 398 06005 I NOI DATE REWWNS io-te tzmine e SEAL Indicate E-Istin 16'-2" g INDICATE WEIDSRC ` Wolle " EL2 WOOD FRAMED WALLS SK7 EL2 SK7 5Y•x7•VERSA-LAM (N)♦1556%8%.3125 COLUMN POST UP DOWN TO FOUNDATION BELOW USE EC007.1-6SDS2.5 COLUMN CAP BY SIMPSON T-10" 3' -0" 5'-4" 130"8 ------------- -_--L- REFIGERATOR ------------- --- indicate --- 1 Indicate Wellf dicate New _____________ ___ _ Hung Cabinets Indicate Bus Cabinets ------------- _ With Granite Counter Top O 1 ^2 11)-A -------------- --------i 6'-6" ------------- ------ M S2 1 V Lu �� 1 -------------_'._---- -------- 1 I I _ Z e o ) _ J ---------- -- EXISTING FLOOR--- ------� 1 ' ENTRY o 1 ••JI i •® o ----------1oLTs_(rn�--- ------: i m REMOVED WOOD UPON SUCCUMNS ESSFUL ELS { Q W �o SINK I� -L® STOVE KITCHEN 1n ------------------- ------- '�L g STEEL SUPPOR COOLLUMMNS � SK7 co � i �c^ ---------- v pp^o ��' , ______ 1 E�13i x18"LVL IL LU ------- ___--- FLOOR JOISTS O 18"O.C. i ------------- _____________ ______ (E)5-1$j•x11 "LVl F. 1Yp Island With Base ------------- -------- (N)HSS4x4x.25 STEEL COLUMN ..wl Cabinets&Oranite 1 DOWN TO FOUNDATION BELOW O * Counter Top C ------------- --- .-__ 1 ATTACH W/1¢'x5'x10'BASE PLATE ,�,� O d L , 4 L 1 W/2-1/YO ANCHOR BOLTS. WELD Ty _____________ _______ SK71 STEEL BEAM ABOVEcc TO COLUMN _I U .I PROVIDE X11'FITTED STIFFENER �R U O Indicates Full _____________ _______ PLATES TO WEB OF BEAM V? Height CabInst 1 ABOVE COLUMN. 7'-0' ------------- ------- DATE: MaY 18 2011 DRAVM: MRF _____________ _______ SCALE: AS NOTED Door Door ------_.1 _ !0'x80 ---It 1--------------- 381x80' __________1___-____�_ 2 1 �"x7"VERSA-LAM p�L N 1 __-___ 1 SK11___ I I I POST UP BATH _______________ ____ _ - USEECCQ7.1-85DS2.5 I 1- -- 711-1------------- ' .e -----_-_-- -- -- I1f - COLUMN CAP BY SIMPSON Stabs Down DOWN TO FOUNDATION BEL I A117)(1CHED1%'TO EIOSTMG FRO YW�'LI 1 T _1_____________ ____________ __ -________--___1-W/(J)-4-1-LAG-SCREWS O.T.B.'Iy1.C.1-?wX=t;LVL EXILLGER BOARD ARING__ ' 1 --I I 1 w� •0 LAG SCREWS O 16.O.C. 1 -51A ------------- -I--------------1---------- I11-1- TOP @BOTTOM---- T-5" I -------------j------------1111-j--------------- 1 EXISTING FLOOR 1_-_____--___111 1- (E)BEARING WA _______________ ___ LL UP 1-' FRAMING ZtYP)'-'- - TO BE REMOVED,ATTIC JOIST-- _I _-____1___ ABOVE TO BE SUPPORTED BY GARAGE 1________ 1 - tl 1 NEW STEEL BEAM - W ---------------I--------------1------ -----�I-I--------------- ______________-1-________._____' _--I I 1 (N)W12x30 STEEL BEAM ABOVE, U 1__-_____ 111-1- AT.JOISTS ABOVE TO BE FLUSH- f- 1 '------ I 1 FRAMED INTO IT&SUPPORTED LLI ---------------I--------------1 ------I(I♦--I)I-1- WITH METAL JOIST HANGERS - in ---------------' ---------''------------T-'--------------- Q Q __________ _ _ i-Ii- I I 1 I I I 1111 1 Z O II11 1--------------- N -1 I I 1 1 i 1111 (,( ir 1 � Q im w 1--------------- �. z > 1 1 1 I 1 I 1111 1 Q O O ---------------1 I i 1 III 1--------------- d 0 --- ----------- 1 111 1--------------- J > z _-_ II I I I 111 1 __-________ I I I I I I I I 1 I I I I I I 1111 1--------------- O 1 H I- - - -I- 1- I I -I- 1111 ----- Q w q cr Ir I I I I 1 I I i I I _I i l_ I l l _ _ _ l i Z Z (N) TO WOOD MSSTEEL COLUMN Q FIRST FLOOR PART PLAN DOWN To WOOD HEADER BELOW SCALE: 1/4•-1'-0• SECOND FLOOR FRAMING PART PLAN ATTACH W/1¢•x5•-10'BASE PLATE W SCALE: 1/4. 1'-0' W/2-1/2'O LAO SCREWS. WELD STEEL BEAM ABOVE TO COLUMN NOTES: PPROVIDELATES TO STIFFENERBL_ I. FOR GENERAL NOTES SEE DRAWING SK4. f 2. FOR TYPICAL DETAILS SEE!HAWING SK4. ABOVE COLUMN. 3. (E)INDICATES EXISTING CONDITION. 4. (N)INDICATES NEW CONDITION. 5. DIMENSIONS SHOWN ARE APPROXIMATE,GENERAL CONTRACTOR KITCHEN PLAN TO FIELD VERIFY AND COORDINATE AS REQUIRED. r H OF 11,4 REVISIONS ICHAEL R. J�t.Fl1LION 4�it. SK1 2 STRUCTURAL tttn 34'98 06005 1v �I NO DATE REVISIONS SEAL I I I I I 1 I � 1 1 1 I I UJ ii a - 39 39 36 c 3,; � II 1 1 1 1 w ~alba N 4-13'"x111"LVL L J j 1 O C. N I LLJ III05 (N SY4`XY Vasa—Lam Poet (N)5.1i'X5k"Vena—Lam Post (N)5Y.'%7'Vena—Lam Poet V town to Foundotlon Below Down to New 4'x4!12• Down to Foundation Bebw WEEK= (N)�•%SY♦'Vasa—Lam Post z 0 Down to New 4!4'xi2" Conante Footing In Basement RemoMe Existing Concrete Faoting In Basement O ch 9.T n Framinq Thie Arao wLU aD m m LL w zaW Oo0 J �8 MASTER BEDROOM MASTER BEDROOM 1:NcL_ 0 Z ROOF FRAMING PLAN ATTIC FRAMING PLAN DATE: MaY 18 2011 SCALE: 1/4"_1'-0" SCALE: 1/4•_1'-0" DRAWN: MRF SCALE: AS NOTED NOTES: NOTES: 1. FOR GENERAL NOTES SEE DRAWING SIf4. 1. FOR GENERAL NOTES SEE DRAWING SK4. 2. FOR TYPICAL DETAILS SEE DRAWING SK4. 2. FOR TYPICAL DETAILS SEE DRAWING SK4. 3. PROVIDE SIMPSON STRONG—TIE TYPE'AC'POST CAPS 3. PROVIDE SIMPSON STRONG—TIE TYPE'AC'POST CAPS AT ALL POST TO BEAM CONNECTIONS TOP h BOTTOM. AT ALL POST TO BEAM CONNECTIONS TOP k BOTTOM. 4. ALL WALLS INDICATED ON PLAN ARE BELOW. 4. ALL WALLS INDICATED ON PLAN ARE BELOW. S. FOR EXISTING FRAMING REFER TO DRAWING S2.3. S. FOR EXISTING FRAMING REFER TO DRAWING S23. 6. (N)INDICATES NEW CONDITION. 6. (N)INDICATES NEW CONDITION. 7. DIMENSIONS SHOWN ARE APPROXIMATE.GENERAL CONTRACTOR 7. DIMENSIONS 940WN ARE APPROXIMATE,GENERAL CONTRACTOR To FIELD VERIFY AND COORDINATE AS REWIRED. TO FIELD VERIFY AND COORDINATE AS REQUIRED. 0 W ^� 16"I-JOISTS Z �/xv ,2"I—JOISTS p Q ¢ / 7HSS8x6 'mow Z 02 ! cisYP V; O C3 Lt i�Yw ACH R Q OO a Z W = Z EXISTING TYP Iul LVL's cc t SOLID BLOCKING I O /) Z t G� 9 24"O.C. cis Cie 4-3/4'0 BOLTS 1/ i"STEEL PLATEUJI 1 .`i"y 1� 2— WO ANCHOR BOLTS �� "�� Z T� I i I DRILLED k EPDXIED INTO L% �''I,iCF{l.EL R. t� j 2"018"O.C. i t 8%I MIIN.GCONCRETE EMBEDNENT WALL.' FILLtON 0 T STRUCTURAL EXIST^ r ` No.3498' ROOF FRAMING T SECTION f -' FOUNDATION CONCRETE $K)2 SCALE: 3/4'_1'-0" FOUNDAA TION WALL 7 ASTER BEDROOM BASE PLATE 0�-T r' 2 SECTION )p SCALE: 3/4'_1'_O" 0 SK1 1 f 06005 NO DATE REVISIONS � e SEAL FT—L— FP-1 1 I ' 1 I rI I to cc II U z 1 II W Lam} Q} I 11 . z g 14 • I I I 1 D. I II 1 0 m z N 4-1�"x18•LVL 1 N I I �I� N) "%7'Verea—Lam Poet 4'-1CD W LL D N 5Y�%7°Versa—Lam Poet ( own to Foundatbn Balow (N)SK°%54•Varaa—Lom Poet () (N)�'X�•Versa—Lam Poet o SI 5: Down to New 4'x4'x12° Dorn to Faundatbn Below WR BELOW Down to New 4'x4'x12• Z Concrete Footing In Basement Remove ExisBng Concrete Footing In Basement O Or Framing This Area L J r a: -- J Lu LL UJ zm z 000 MASTER BEDROOM MASTER BEDROOM [:N LI. 0 ROOF FRAMING PLAN ATTIC FRAMING PLAN DATE: MaY 18 2011 SCALE: 1/4"-1'-0• SCALE: 1/4"-1—0 DRAWN: MRF SCALE: AS NOTED NOTES: NOTES: i. FOR GENERAL NOTES SEE DRAWING SK4. 1. FOR GENERAL NOTES SEE DRAWING SK4. 2. FOR TYPICAL DETAILS SEE DRAWING SK4. 2. FOR TYPICAL DETAILS SEE DRAWING SK4. 3, PROVIDE SIMPSON STRONG—TIE TYPE'AC'POST CAPS 3. PROVIDE SIMPSON STRONG—TIE TYPE'AC'POST CAPS AT ALL POST TO BEAM CONNECTIONS TOP&BOTTOM. AT ALL POST TO BEAM OONNEC11ONS TOP&BOTTOM. 4. ALL WALLS INDICATED ON PLAN ARE BELOW. 4. ALL WALLS INDICATED ON PLAN ARE BELOW. 5. FOR EXISTING FRAMING REFER TO DRAWING S2.3. 5. FOR EXISTING FRAMING REFER TO DRAWING S2.3. 8. �N)INDICATES NEW CONDITION. 6. (N)INDICATES NEW CONDITION. 7. IMENSIONS SHOWN ARE APPROXIMATE.GENERAL CONTRACTOR 7. DIMENSIONS SHOWN ARE APPROXIMATE.GENERAL CONTRACTOR TO FIELD VERIFY AND COORDINATE AS REQUIRED. To FIELD VERIFY AND COORDINATE AS REQUIRED. 0 W V 16"I—JOISTS z 12'I—JOISs o Q Q cis N Z 02 c18 TYP CC 18•I—Joins ;; W Q O W FITT'TED STIFFNER M z O J PLATE EACH SIDE Q Od Q ,2"I—JOSS 1 i a Q Q CAP PLATE Z i.d 1 i l 3'4'x5Yx'x2o' z l I7 5 *EXISTING TYp 1 Q W O � —1% II II x�-14'ix11 W LVL'e ; i HSS8x6 Z SOLID BLOCKING z 2-9io THRU-BOLTS 4-3/4`0 BOLTS---t—� 0 24•D.C. c,B cis `s .t��c 'ASS W •STEEL PLATE 1 �� 2— 46"0 ANCHOR BOLTS '� TYP 1 1 DRILLED&EPDXIED INTO Cy PI#CHf,FL R. Y. 2,@16°OC i I BXISMIN.GECONCRETE MBEDMENTWALL �� PILLION to STRUCTURAL SECTION EXISTING CONCRETE Cho. 3498° ROOF FRAMING SKt2 SCALE: 3/4•-1'—O FOUNDATION WALL ASTER BEDROOM BASE PLATE � �T t�-� �t F ti 3i xSYe'x20° 2 SECTION SK '3 12 SCALE: 3/4'-1'-0• SK1 1 06005 NORTH Tomm 0 : t 4And over No. s8� - =. `_ L A dover, Mass., ,� C� COC MICKEWICK AD"WrE D `S ti BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System BUILDING INSPECTOR THIS CERTIFIES THAT........ .... .. .. ... . ..... ............. �.... .... .. ..................................... Foundation has permission to erect........................................ b dings on .q.gV..... .. . . T.....And.......�. &4 Rough • to be occupied as 710...2.3 ..l .. F*W ►.. ?.d.�. .�. .......... .. Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTTO STARTS Rough Service UIL ING INSPEC Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. ENERGY CONSERVATION APPLICATION FORM FOR LOW-RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS ,6, C ��lSoD� �ivC� 780 CMR Appendix J Applicant Name: (3S� Site Address:Applicant Aduh • City/I own: -- 1�30'//5tr� S� Use Group: / '/54 ou, ?� Date of Application: Applicant Phone: Applicant Signature: L k Compliance Path (check: one): ❑ Prescriptive Package (Limited to I-or 2-family wood frame buildings heated with fossil fuels only) Package(A through KK from Table J5.2.1 b): Heating Degree Days(HDD65) from Table J5.2.Ia: (For items d.through i., fill in all values that apply from Table J5.2.1 b:) a. Gross Wall Area sq.ft f. Wall R-value R- b. Glazing Areal sq.ft. g. Floor R-value R- c.. Glazing%(100 x b=a) % h. Basement wall R- d. Glazing U-value U- i. Slab Perimeter R- e. Ceiling R-value R- j. Heating AFUE ❑ Component Performance: "Manual Trade-Off' (Limited to wood or metal framed buildings only) Climate Zone(from Figure J6.2.2) ❑ Zone 12 ❑ Zone 13 ❑ Zone 14 Attach Trade-Off Worksheet from Appendix J, [and HVAC Trade-Off Worksheet, if applicable]* ❑ MAScheck Software Attach Compliance Report and Inspection Checklist printouts ❑ Home Energy Rating System Evaluation Attach Home Energy Rating Certificate(HERS rating score must be 83.or higher) ❑ Systems Analysis OR ❑ Renewable Energy Sources Attach Mass Registered Architect or Engineer Analysis A-LTERNATIVE FOR ADDITIONS ONLY: a. Gross Wall'+Ceiling Area sq.ft. b. Glazing Areal SO sq.ft. c. Glazing % (loo x b=a) l>f9cfo2 /,3 ❑ ADDITION with Glazing % (c.) up to 40% may use,780 CMR Table J1.1.2.3.1 below: R� 3 13 MAXIMUM I1-�alue MINIMUM R-Values Fenestration, ! CeiGn°3 Wall Floor Basement wall I lab Perimeter,Depth 8.392 R-37 R-13,.. 0-19 R-10 R-10.4 ft I Glazing Area may be either Rou(Th Opening or Unit dimensions. 2 Based on NFRC listing. Applies either to every unit,or to area-weighted average of all units. 3 R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full 11-value over the entire ceilin area not compressed over e::terior walls, and including any access openings.) ❑ "SU?�TROOI1I" addition (greater than 40% blazing-to-wall and ceiling gross area) Attach "Consumer Information Form" from 780 CT\4R I4ppendix B. Official's N_-me: Official's Signature: — ,- 6270 pORTH TOWN OF NORTH ANDOVER -6 0 0 .'600aff& PERMIT FOR WIRING 'IS CHU Thiscertifies that ........................... ............... ............. . .............................. has permission to ......................... wiringin the buildingof............ ....... ........ ................................................. North Andover Mass. 'Fee44 ?............ Lic.No-4 ..................V..... .... .......... ELECTRICAL INSECTO f,heck ,v "0 "VJRinW0FFEau SV= Peeadt No. 6' 2 70 / Bffi00FF=PRffYff WR11ia11AT1gi11SM7C1 R l2-� Occupancy&Fees Chested APPUCAT?ONFOR PERMITTO PERFORMELECTRICAL WORK ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSSTS ELECTRICAL CODE,527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL MRMATION) Data Town of North Andover To the Inspector of Wires: The undersigned applies for a permit to perform the electrical work described below. Location(Street&Number) i44 Q G yep,,,* Po 4 U Owner or Tenant Owner's Address o?Ce p4ro C S4-'d A n J a ^Pit— is this permit in conjunction with a building permit: Yeses No EM (Check Appropriate Box) Purpose of Building 2.c s Ae.4J,,J Utility Authorization No. Existing Service oo Ampa; / ?-J Volta Overhead Underground No.of Meters New Servicer Amp... Volts Overhead E] Underground C3 No.of Meters Number of Feeders and Ampaciryl csL�t0 qeq , pCOf y' Location and Natureof Proposed Electric Work - .-r+,acar L-,� Na of Lighting Outku Na of Hot Tube No.of Trset st t TOW Na of Lisittisy R MM Swimming Pod AboveBelow KVA KMWWKVA No.of Receptacle Outlets No.of On Buenas Na of Emagenry Lighting Bsttery Units Na of Switch Outbu No.of Od Bomas Na of Ranges Na of Air Coed TOW FIRE ALARMS No.of Zones Tone Na of Disposals No,Of Had Told ToW Na of Deectiaa utd Pb TOM KW InitLtiag Devices A� No.of Dishwuhas Space Area H oing KW Na of Sotmdlog Device Na of Self ConWned Na of Dryers Hestina Devices KWDalectiOnlSona a DevicesMWe*d o — No.of Won Heaters Kw Na Of Na Of LOW Con ectiom S Boil" No.Hydro Maw:ge Tuba Na of Motors Total `HP I h:..✓J ►4 i c P 0,>'x- 1a NO Irxr wbTftdmMp Wc(=mv Cft YM a)o Wea,eaoDa7lB4, dia ler pt'=ind MfttVeaftmtsrgby MRANM BM 13 am a rm*o* HgiodomDrtb WadcbSfet 12 l ©= 1n�pacdanDpteRayt�d � m*dvaireafHebdoelWodts 4�redtnder Plsiemofpt�iry. fini EIItMNAIvS C-/ ^s ,q LimaNa Nk 9(2�— Cic�tsae il,h S ,lG --_ Siam a+im � �i -� . N1� L 5 Bvs�esT>iNn(Coc�3)3�8Z-a-q q/ a 3a� At'119,Na OWMCSMRANMWAM-lamoutntzLiowldmmtbmbiamoo7mocrim q valxts1zgaedbyMwdwmCanWLm (Plc check one) Owner Agent 1144 -- Telephone No.(663)9tz D4W P8RMI'FEE SA-61 i I ® - . I .. . .. • . .•. I � 0 4 ( II S Q' Postage $ 3"1 �O Certified Fee i 3 Postmark 0 Return Receipt Fee. t� [' Here C3 (Endorsement Required) ( 1 J O O Restricted Delivery Fee (Endorsement Required) a Total Postage 8 Fees L4 4a Ln 0 sent To —oSe/�h Zd�pna SSOC, ru ----No.-;-------------------------------------------------------------------------- Street,Apt. � C3 or PO Box No. A)f— S IM S U A R r— City,State,ZIP+� �, �Vc oUer 0/ 810-3 (. c/3 Certified Mail Provides: 113 A mailing,receipt , 0 A unique identifier for your mailpiece 13 A signature upon delivery 0 A record of delivery kept by the Postal Service for two years Important Reminders. 0 Certified Mail may ONLY be combined with First-Class Mail or Priority Mail. 0 Certified Mail is not available for any class of international mail. 0 NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For., valuables,please consider Insured or Registered Mail. 0 For an additional fee,a Return Receipt may be requested to provide proof of- delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece 'Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS postmark on your Certified Mail receipt is required. 0 For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". 0 If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail- receipt is not needed,detach and affix label with postage and mail. IMPORTANT.Save this receipt and present it when making an inquiry-, PS Form 3800,January 2001 (Reverse) 102595-02-M-0452 SENDER: • •N i COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. O�/� �1L >9 j� � Agent ■ Print your name and address on the reverse •v (��(/l. C`7� Q Addressee so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, ,/ 0 or on the front if space permits. V D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No 1W70,V y J/c IV,4 pc�C 1 a -3 3. Service Type Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (Transfer from service) 7002 0510 0000 0894 3087 PS Form 3 102595-02-M-0835 UNITED STATES POSTAL SERVICE First-Class Mail - Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • r- ijoo © SC,oo-D s¢ ._ _ i11Ili III filfilldilds:,lillll3slllf11111,111fill Itfill!11 own, of Ando . er s N10. d-10 over,, Mass. MI( �9 �°rvAr-LD '9�' •(�j S r BOARD OF HEALTH PERMIT T 0 Food/Kitchen Septic System . ' BUILDING INSPECTOR THIS CERTIRES THAT N...... �......:l...... ........... IIP1 Us permission to orw...R01�10 w � buildings ai ... .. � �► ¢ � ....... ............................. ... Ro to be occupied autneOh...... 1!�t: ... .v... . r Ct ItR iii !? ' .. � .. � �y provided >h�the person i'i", no Oft porn* shah in every respect conform to firms of the application on flie in Fina Ws olhes, and b the provisions of the Codes and By-Laws relating to the Ins . Alteration and Construction of Buldings in the Town of !earth And", :.. 15, 1004% j4 6#! � � VA�i �! #40 eA•ti*V PLUMBING INSPECTOR VIOLATION of Its Zoning or Building u Voids this Permit. KNE Vim^ W A {/o~t Rough SSW j S a Final PER:' j`T EXPIRES INI 6 M'--` 11 UNI-a :(70NSTRz_ � 1 '�? ST. �S ELECTRICAL INSPECTOR Rough ....... -•�.Y•:�.......... ...... .. .................. .... ... Service BUQ.DING INSPECTTOR Final C.. -)enc Permit Rec;wred to C)c- i4tlding - GAS nvsPECTM Display in a Conspi ous Place on the Pre — Do Not Remove F,, No g or Dry Wall To ne FIRE DEpARTWIENr Until Inspect and Approved by the ng Inspector. Burner Street Ne. SEE REVERSE SIDE Smoke Der. TM • �OR p M omm of Andover O / a� a o dover, Mass., LOL MILH WiLK � ORATED S BOARD OF HEALTH PERMIT T D Food/Kitchen Septic Systffn THIS CERTIFIES THAT Ao4 ��v � , N� LI BUILDING INSPECTOR C .. . . ...........Y.................... ........ oundation ..................... ........ .................................... ......... . has permksion erect... 4�....... ... buildings on ...44.41 .....................'..... Rougt, to be occupied as............. ' '�� ... ..s e ?.fY....... ... ................... chimney provided that the person accepting this permit shag in every respect conform to the terms of the application on ffte in Final this eflice, and b the provisions of the Codes and By-Laws relating to the i pection, Alteration and Construction of Buildings in the Town of North Andover. 3 w)A ) I I a/ PLUMBING n?tsPEC-TOR VIOLATION of thr Zoning or Building Regulations Voids this Permit. Rough t VI Ice*pts PERMIT EXPIRES IN 6 MONTHS Final 49 % 6"t" UNLESS CONSTRUCT IO ST TS ELECTRICAL INSPECTOR 4 �fi®� v. t Rough ............... .......... ... .. .. Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove RoughFinal No lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burr Street No. ` SEE REVERSE SIDE Smoke Det, _ �gORT" ON" of _ Andover No. 130T oLA r... Yer' �. 'P4 cocw;cMew;c� y1' � 0 A rso ►PRS �Ca BOARD OF HEALTH PERMIT T Food/Kitchen Septic System THIS CERTff=1Es THAT f BUILDING MWEC M ...... �r.......... �.. .... . ...AAO*r...*AWgh ........... .... PwAW be do pww.. , ,t � '. ... ..? o...... l�r.�7 � Tim ................ C ► y i. sAd ppfipiq�n on fib in �i Ai; �b ilN pfi011idONi d fMt 9=1Wsea*"ft ofr-LANs Ad In @MY .��oonfOral�!ffN fiT1Uli��: Final Ce IN" Town d ft* hMbM. J�j of a 7- W "�-SING t1NIpR of ft ZOOM or 8011dpft 119201011M VWft Ift Pwap Roup, r/ •/ � F�� pRLN 6 MOI�10 .P UNLESS CONS U O ST 34op WX 3s � -a Te �do Rough f* BUILDING &4jEji5i FicW e?m Rewired to OWVy &4iUng GAS INb'PECIM Display In a Conspicuous Place on the Premises -- Do Not Remove No Lathingor FwW � ins � 1l�lal! To Be Done numer�D�•� Inspected and Approved by the Building Inspector, Tom' Stmt N..-. SEE REVERSE SIDE see Get. I -� I NORTH '9 Town of . _� Andover No. * - - o t dover, Mass. o A. COC NIC ME WICK V 0R4 TE D a; BOARD OF HEALTH Food/Kitchen PEMIT T D Septic System BUILDING INSPECTOR THIS CERTIFIES THAT.......A.� r ..y........ P... ... .. �1........................................................ 21014 Foundation has permission to erect....................................... buildings on ... ... ......�0...h. .... ....................... Rough to be occupied as...... ..!, .,sA*,...,.F�* ` �� �� S�, �' Chimney N �...... provided that the person accepting this permit shall in every respect conform toe terms of the application on file in Final this office, and to the provisions of the Codes an By-Laws relating to the Ins action, Alteration and Construction of Buildings in the Town of North Andover. Sv S , 1 w ��r 1` 1.%* AL OtiL PLUMBING INSPECTOR y VIOLATION of the Zoning or Building Regulations Voids this Permit. %31) Rough COV4 VV I Final 0005 0VV4;000* PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR 5eL 1U UNLESS CONSTRUCTIONS Rough T S ? . ............. .....4.. .... ... ...... ...................................................... Service Z �� C BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. FLEET BANK 1782 LECALORiE, INC. BEDFORD, NH 03110 ANTHONY DINAPOLI•PRESIDENT PERSONAL ACCOUNT 23 CENTRAL STREET 84.49/114 11/17/2003 ANDOVER, MA 01810 PAY TO THE Town of North Andover **12,500-00 GIRDER Of Twelve Thousand Five Hundred and 001100*********"'************************************* -- --- DOLLARS Town of North Andover PO Box 124 North Andover MA 01845 MEMO ��u zec rum i� Great Pond Road/Permit 0001782118 40114004951: 93994 7 3 7 3911' x'000 12 50000@0 a1'00000'h000011' .116EL 'EZ i bbf b :15b't00h11 0:11 .11SE4100.11 I!Uuw 8utpltnq Ao;QQJ .ro aurLrHors a3z��.rn OW3 vin 5vs 10 Vw 13AOPUV PON( ` Or i xcg Od J3AOPUV VON JO UA%Ol sttd��oo *so••#**s#ss00E/00 pus P uesno 4,L ino d 00,000"Po. 3 1aAOPUV 4UON JO UMOJ. do e3ow 3H101 A% a 3 01 TEO HN 'Oao3038 >OpZ�S/$ dTt/6a 49 3N8(1)4SVd 3M11103X3 E 106351VNOSU d �+ r1N3CIS3bd -110dVNIQ ANOHINV �+ ( Ott WNV8 1330�U38 'ONi `31801M037 POR Oman- ONLY FOR 1DEpMTONL1' TOWN OF NORTH ANDOVER TO1NN OF NORTI,NK ANDOVER -2612 FLEET SABANG( ACCT. #001410RMT ACCT. #001410.2612 1 191 7 6Not L 6 � r $ p Of over ovm 'ROW - �,. QrUsk"— O� COL-CM WIC - �,�A°Aareo S WARD 4F HEALTH i PERMIT T FULDING it� ystem INSPECTOR �.. ..'. ... 'f . ......... ........ t�nTHIS CERTIRES THAT Ao4 �..' 10 a;/► �JI. .... ......... . twoo.. ................. . 5wmwcr�TUIVAI ° ... . �" so .. �.k.......�-sm��. . ....«�.i�.�a bo nes--..... �d„wy met eooftm b ta.termsane eppN�+ �idoAwm DAiNretton ow Cmes'trusw eiNios, Mrd b e i'iona d tho and BY'Um Qio ft Town of 100 ArAGM. 3 `}VIOLATION o1 the Zwft or WkNUg %gubUM void: his Pmmit.Mi�i� YKlvitin 'r u�c nit 1vtclNTHSnvicec~roe V..v •, • t 'BA's UNLESS CONSTRUC�o ST TS R� tService .... ............ INSPECTOR Fatal $ui�ding GAS INSPEC & occupancy Permlrt Required t© occupy R°� . Wy in a Conspicuous Place on the Premises -- Do Not Remve Final ��p e • w l CCC Be nm ✓w Ai,a a�aa+�a NV . :ung „ s� r Until inspected and Approued by the Building lnspecW' Burner / Qfr r Air ISrci°ke Det. SEE REVERSE SIDE �—J �0laT; e Owr. , Ot i,, doVer 01 3 ri7 AMM q over, m►ass., — a.._N V I BOARD OF HEALTH Food/Kitchen PERMIT To ILD Septic swum j� BUILDING INSPECTOR THIS CEiMMES THAT....�..+. 1* !v/../�!¢ �.�:1.... Foundation hw psrml:sion 1@ eroct.. o MO w. bindings . . .. .... . re. .... to be W=4"as # ReI►�t+ S146..�!- Rough ..... � 0 mads to the w�ng is i shd in every respect conforin t t- i� OD a ip Fina[ 96 ~ UNI 1A ft provisions d and WLm rd tag to the Ins . Alterelien and Cmsbucion d ' Sul Up in the Town of Mftwta Ani. i$�#W-- IMOV& st o G & b r i 0 Ob•M*r*P PLUMBING INSPECPOR WILATIMI d th Zoning w Bung ! uloids ft Permit. RN# 09^' wA W~t R°"ei ' �. d 0 .... Final pFu) IT FXt�TR F 1T.' 6 T1A'�':�1'T UNNLL`KC-ONSTRU"( . 11 ? q� l TS ELEc�tucAL INSPECTnR P Rough .. Service BUEMING INSPECTOR FialPermit Req ired to Oiilding - GAS INSPWIM 4 rI Rough Display in a Consp` Place on the -- Do Not Remove No g or Dry Wag To ne Undl Ins ect and Approved the ng Inspector. FIi:E l3EPARTME�VT p Pp by erne: f • � F L Szreec t�lr�. _ Dec SEE REVERSE SIDE Ism° ' Location M g/ /a No. 13� Date NORTH TOWN OF NORTH ANDOVER 3j ° • OL Certificate of Occupancy $ Building/Frame Permit Fee $ AC MUS Foundation Permit Fee $ Other Permit Fee � " $ ! D D TOTAL RepoKca$ 8000, Check # .r i 7 5 6 Building Inspector Inspector o^ TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REP RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING Mrn BUILDING PERMIT NUMBER: DATE ISSUED: X SIGNATURE: Building Commissioner/IgEator of Buildings Date Z SECTION 1-SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map and Parcel Number: O Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use �� Lat Areas Frontage(ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard ReqWrW Provide ReqWred Provided ReqWred Provided v 1.5. Flood Zone Information: 1.7 Water Supply M.G.L.G.40. 54) 1.8 Sewerage Disposal System: Public ❑ Private 0 Zone Outside Flood Zone 0 Municipal 0 On Site Disposal System 0 SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT v r r' - V rn 2.1 Owner of Record —CIS C�, N nt) Address for Service: )e, Si slur I Telephone 2.2 Owner of Record: Dame Print Address for Service: O �' rn Signature Telephone CTION 3-CONSTRUCTION SERVICES 90 31 Licensed Construction Supervisor: Not Applicable ❑ Lidensed Construction Supervisor: //—�) e//S Ay 5`' License Number Address ` /C/ 2-45-_.(_ �l ��/3�6 1,2_ Expiratio6 Date Signature 1 hone R,*§ereedd Home Improvement Contractor Not Applicable ❑ v Company Name (� rn `/5 �6 `-�_. f%�" /� Registration Number M 2e/ 3 ;c Signature Expnratto A —Telephone y, �6G0 00 SECTION 4-WORKERS COMPENSATION(M.G.L C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. -Signed affidavit Attached Yes.......0 No.......0 SECTION 5 Description of Proposed Work(check ao a cable New Construction ❑ Existing Building ❑ RepaWs) ❑ Alterations(s) ❑ Addition ❑ Accessory Bldg. ❑ Demolition ❑ Othel\ ❑ Specify ` Brief Description of Proposed Work: - q u,re.- W-e-zf A�ev-- ), (s)I'A SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be OFFICIAL.USE ONLY Completed by permit applicant 1. Building �fjD 00 (a) Building Permit Fee Multi lien 2 Electrical (b) Estimated Total Cost of Construction 3 Plumbing Building Permit fee(a) X(b) 4 Mechanical(HVAC) D, 5 Fire Protection 6 Total 1+2+3+4+5 Check Number ! SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN T_ OWNERS AGENT OR CONTRACTOR APPLIES FOR BUR DING PERMIT ! I /OL70 as Owner/.fir of subject property Hereby auth ze --�'<s/ to act on My be � '1 all t r r ti to aut y this building permit applica gk& Si a e o e-r ate S TIO 7b OWN AUTHORIZED A NT DECLARATION aa-Q%me4Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief L w r C-36 Print Name -,2--'_DL/zSi ture of 5wfinalAgent Date NO. OF STORIES SIZE BASEMENT OR SLAB SIZE OF FLOOR TIMBERS iST2ND 3RDi SPAN DIMENSIONS OF SILLS DIMENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL OF CHIMNEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE �y,�es s art 9 idover I of z e -z No. 130 HOARD OF HEAL.m Fc�c�d/Kitdxn &Pdc 5ymm BUILDING 24WECVM Tw�THAT ...... �. ............V ��`.. .. art iow Ro%,h rift"' cibm" Flow ti ia'r M ted C� of al 00 vuumsmm PERMIT T LD nompm X6 rw Y ji 71ma of 11* AMW- 'i d to 9 Uik#brIMN.pwAdw 00Rough REp ; - r a ��C �,.?�•D�l .. ._�.. BD�1 � 114• Cow" tv"ip � -0=0vio pm* &*iral w 0anvyBuilding D' is nsQ m- the meas . 00 Hit Pamm ft LdM" Or On Wd TO Be DOW UNN im"ded by to eddin I Bums � �Snake Det. j SEE REVERSE SIDE 1 F NORTH . Town of � .4 L Over w� i 0 �` - - d OD , �- - LA E over, Mass.; COCM'C.0CK yot. ADRATED 1 H BOARD OF HEALTH Food/Kitchen , P.ERMIT T . D Septic System it/ BUILDING INSPECTOR THIS CERTIFIES THAT......��..................�j�.............�.l... ......./.D.p.Q..�.:.�..................... _ .. . ... .... . . .......... Foundation has permission to met....... 'y P .............buildings on ........ ..... ... .......... .............. ....... .........N................... Rough u to be occupied as............ .. ..:........ .. ....... r....... ......�� ��.....� Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws re ting to the In spe ion, Alteration and Construction of Buildings in the Town of North Andover. 3 7 4 / �/DdD. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough r. VW�Al G PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRU O ST T ELECTRICAL INSPECTOR s-�•p w� 3-tea .o y � � Rough .... . . . .... . ...... .... Service B DING INSPECTOR Final Nona Occupancy Permit Required to Ocmpy Building GAS INSPECTOR Rou Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To BeDone FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Bumex • Street No. `- . SEE REVERSE SIDE Smoke Det. North Andover Building Department Tel: 978-688-9545 DEBRIS DISPOSAL FORM In accordance with the provision of MGL c 40 S 54, a condition of Building Permit Number is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c11, S150A. The debris will be disposed of in: (Location of Facilit Signature of Permit Applicant 3 �oG D to NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector AUG-03-04 TUE 01 ;07 PM FAX N0, P. 02 'REM 135 Client:4741 DATE(MMIDDIYYYY) ACORD. CERTIFICATE OF LIABILITY INSURANCE MATTERC)FINFORMA/04 ���— THIS CERTIFICA s�RooueCR ONLY AND CONFER5 NO RIGHTS UPON TIIE QGRTXTEN E USI Ms.5olvices of NIA,lnc. IiOEDEi1.THIS CERTIFICATE DOE S NOT AMENQ,EXTEND OR 12 Gill StteOt,Suite MA, ALTER THE COVERAGE AFFORD ED eY THE POLICIES BELOW. P.O.Box 4043 MAIC# Woburt},MA 01508'4043 INSURERS AFFORDING COVERAGE �'^ INsuaEa A: Acadia Insuranco IrocuR�o INaURERe: American Home Assurance CO. A.C.Romodelind Andrew Costa della INSURER c: 113 Allston Stroct iNBURERD: Modfard,MA 02155.3451 INSURER�: COVERAGES VANDING CIF ANY CONTf�ACT OR OTHER DOCUMC.NT WITHREsFCCT TO GT TO ALL THC TTEIRMS,EXCLUSIONS ONS ANC CONDITIONS OFSUCH Ti(E POLICIE(y OF INSU(IANCE LITE❑q@LOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR TI IE POLIGY PERIOD IG DIC' MAY NOT SUC-D ANY RC17UIREMEN f,TERM Oft CONgITI'ON - IN IHE INSURANCE AFFORDED BY THE POLICIES I FD BY PAID CLAIMS S MAY F CR(A LIMIYS POLICIES,AGGI�EGA(E LIMITS 51i0WN MAY HAVE BC-EN RF p91,T�Y FMFECTI C FULICF EXPIRATION TYPCOF IN+URANCE POI ICY NUMBER 0$21104 FACIi OGCURR[NCS S1 000 000 1 r N. 13OA008192811 09121103 AMA IF TO RhNTED $250000 A GENERAL LIABILITY X COMMERt;IALGL•NERAL LIABILITY MCO EXP(Anyone pclson) $5,000 CLAIMS MATTE O OCCUR PERSONAL A ADV INJURY $1 000 000 GENERAL AGGREGATE $2 000 p00 PRODUCTS•COMP/OP AGO S2 000 000 QhN'L AGGREGATE LIMIT APPLIES PEM POLICY CrPRO•r LOC COMBINED SINGLE LIMN $ AUTOMOBILE LIABILITY (ea accldenl) ANYAUTO BODILY INJURY ALL OWNED AUTOS (Per porton) ZCHfOULft)AUTOS BODILY INJURY $ IUREDAuios (Pur goddunt) NON OWNfi0 AUT05 PR017ERTY DAMAGE $ (Perixddonq AUTO ONLY-EA ACCIDC•NT 5 T GARAGELIASILITYOTNFRTIAN CA ACC 9 AUTO ONLY AGO S ANY AU To FAGW OCCURRENCE 5 GXCSSSAIMWRELLA LIABILITY AGGREGATE $ OCGUH CLAIMS MADE S S mOUCT1E6[ X WC 5TATU- OYFb VYC7486546 01/20104 01129105 A 11 WORKCR5 GOMPCNSATION AND E.L.EACH ACCIDENT 1100000 R EMPLOYERS'LIABILITY El DISCA5E•CA EMPLOYE[ $100000 UFHCER MR!MSFIt CXCl.lN1DE07 CCUIIVE E.L.pISEAw"G•POLICY.IMIT 1500000 VOG,O00011Q9 under CAIAI.PROVL,IONS bf'hw OTHER ORSEMSNTr 6PCCIAL PROVISIONS DESCRIPTION OF OPERATIONS!LOCATIONS 1VEH{CLE51 CXCLUSiONS ADDED DY ENp Work Performed by tho{neared Job Site-440 Great Pond Rd.,No.Andover,MA CANCELLATION CiwIZTIF( YE HOLDERCANCELLATION ANY OF THE ABOVE DCSGRtBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE TNEREOF,THE ISSUING lNSURCRWILL ENDEAYORTOMAIL 'n- GAYS WRITTEN Anthony Dinapoli NOTICE TO THE CERTIFICATE HOLDER NAMEO TO THE LEFT,BUT FAILURE TO DO So SHALL 65 Central St, IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER.ITS AGENTS OR Aadovor,MA 01810 REPRESENTATIVES. AUTH RIZED REPRCSENTATIVI= ' XSN ©ACORO CORPORATION 15390 ACORD 26(2001/09)1 of 2 #17654 AUG-03-04 TUE 0107 PM FAX N0, P. 01 USI YNSURANCE SERVICES OF MA, INC. 12 Gill Street, Suite 5500 P, 0.Box 4043 Woburn,MA 01888-4043 (781) 939-7500 FACSIMILE TRANSMISSION Attention: Your Fax Number: � Number of Pages: Date:. l/ FrontSusan Nadile Our lax No,; (781) 376-5035 RE; This Iacsii-fide transmission is itatc'Ided rorthe addres5oc indicated above:. it may contain illfoyrillation that is privileged, confidential, or otherwise protected from disclosures, Any rcvicw. dissemination or use or this iratlsnzission or its contents by persons other than the tiddressee is strictly prohibited. If YOU have received this traiisitdssion in error,please notify aas immediately lly toloplioiw, and mail the original to us at the above address. „ � � x _ The Commonwealth of Massachusetts a r d Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 Workers'Compensation Insurance Affidavit Name Please Print Name: A_C, 7�_LktMmofIc[ (vq CA.mArtw G>5-- ____D �5 A- Location: 41C City P AA, °R Phone # 0 I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity 0 . I am an employer providing workers' compensation for my employees working on this job. Company name: Address City: Phone Insurance Co. 1�5 t I0S - S{1\u trams Poli # W C �' 6 S C4 co Company name: Address City: Phone#. Insurance Co. Policy# oL Failure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties of.a fine up to$1,500.00 and/or one years'imprisonment-as_well_as_civil.penaltiesinlheImnd a..STOP WORK..ORDER..and_a.fine.d.(.$100.00)-aday against.me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby ce under a pains.and allies ;perjury that the information provided above is true and correct. Signatu e Date Print name Phone# Official use only do not write in this area to be completed by city or town official' City or Town Permit/Ucensino O Building Dept ❑Check if immediate response is required ❑ Licensing Board p Selectman's Office Contact person: Phone#: Health Department o Other bark OaR,LID 0`11A Town of North Andover Building Department 27 Charles Street w North Andover, MA. 01845 �,'°"""°''M ty ,SSwCNU`'�t D. Robert Nicetta Building Commissioner (978) 688-9545 (978) 688-9542.Fax HOMEOWNER LICENSE EXEMPTION Please print. DATE JOB LOCATION Number Street Address Map/lot "HOMEOWNER Name Home Phone Work Phone PRESENT MAILING ADDRESS City Town State Zip Code The current exemption for"homedwners"was extended to include owner-occupied dwellings of two units or less and to allow such homeowners to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor: (State Building Code Section 108.3.5.1) DEFINITION OF HOMEWOWNER: Persons)who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to be, a one or two family dwelling, attached or detached structures ac- cessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other Applicable codes, by-laws, rules and regulations, The undersigned"homeowner'certifies that he/she understands the Town of No. Andover Building Department minimum inspection procedures and requirements and that helshe will comply with said procedures and requirements. HOMEOWNER'S SIGNATURE APPROVAL OF BUILDING OFFICIAL -`x-�' �✓die T�amvnwouuea�i o� aclu «�` I BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 027106 Birthdate: 08/2811942 Expires:C8/28/2005 Tr.no: 3019 Restricted: 00 ANDREW M COSTA. 113 ALLSTON ST &" MEDFORD, MA 02155- Administrator �� -t�omiona�ruaeal�i ��� - Board of Bull(ling Regulations and Standards HOME IMP.tOVEMENT CONTRACTOR Registration;, 104116 Explrat n =,j/13/2006 ;TVpe DBA A.C.REMODELING y# Andrew Costa 11 113 Allston St. y';`;' c.4..,—moi► Medford,MA 02155 i Administrator Location Y%) ��' �a'`' °'� I?C; No. 3 Vb Date # & ^ G3 HORTq TOWN OF NORTH ANDOVER F 9 Certificate of Occupancy $ ,ssACMUStt'� Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # (� f i 6897 Building Inspector 1 a ' TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR,RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING T6LB#bi Q� iN111Q{ ` BUILDING PERMIT NUMBER: DATE ISSUED: SIGNATURE: Building Commissioner/inspector ot'Buildings Date Z SECTION 1-SITE INFORMATION O 1.1 Property Address: 1.2 Assessors Map and Parcel Number: Q�/v C a a4- Oona 3 n Map Number[ Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(so Frontage ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide Regaired Provided Required Provided v 1.7 Water Supply M.GL.C.40. 54) 1.5. Flood Zone Information: 1.8 Sewerage Disposal System: n Public ❑ Private 0 Zone Outside Flood Zone ❑ Municipal 0 On Site Disposal System 0 SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT M 2.1 Owner o Record N t Address for Service q7 ° 60 s- V1 gnatur 2.2 O er of Record: Name Print Address for Service: O t.. Z M Sigpature Telephone SECTION 3-CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable ❑ unjuptedr G. S c�� 2 �G, �O Licensed Construction Supervisor: License Number Po (3k .2 kcS e� e-rE'oYaSS-' � Address / 41 G/ ic Expiration Datt S' lure -Teleplione r 3.2 Registered Home Improvement Contractor Not Applicable ❑ 00 112 59(4-y �U�l �Pr S .� CoTpany Name 3 0 m p d ria x d `J O Registration Number r Gc�PS ec✓h,e �� F1 f dyoSS� r Address 0&7vpwa a/ Expiration Date Z m re Telephone SECTION 4-WORKERS COMPENSATION(M.G.L C 152 § 25c(6) , Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yes.......❑ No.......❑ SECTION 5 Description of Proposed Work check an licable New Construction ❑ Existing Building Repair(s) ❑ Alterations(s) ❑ Addition Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify ` Brief Description of Proposed Work: ` SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be OFFCiALTS '.O1�1LY Completed by pennit applicant g (a) Building.,. ... . 1. Building Permit Fee Multiplier 2 Electrical (b) Estimated Total Cost of Construction 3 Plumbing Building Permit fee(a)X (b) QI 4 Mechanical HVAC 5 Fire Protection 6 Total 1+2+3+4+5 Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, t N I5 as Owner/Authorized Agent of subject property Herebyitho ' P,' d to act on y f,i atter o f o wirVauthorized by this building permit application. o % 1I Iz/o3 is Owner Date SEC ION 7b OWJERJAUTHOR*E#AGENT DECLARATION 1, as Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are tine and accurate,to the best of my knowledge and b ief t' ri i of O r/A % Date FROWN O.OF STO S SIZE BASEMENT 2t SLAB SIZE OF FLOOR TFvMERS 1ST2ND3 SPAN DIMENSIONS OF SILLS DIMENSIONS OF POSTS DIMENSIONS OF GIRDERS 1E-IGHT OF FOUNDATION THICKNESS a SIZE OF FOOTING X MATERIAL OF CHIMNEY v IS BUILDING ONSOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE _,-------------- -—-- - - i3 J. ruLA BOARD p�BUILD S�PEftVISOF� I YTRUCTION License: CONSw, F. .082868 + Number CFS t r t 4 811977 4 +" rTr.no 8286- . - y' am Rt16EN MPIED�_ � '''' Adrti►nls��°f I 462 BOND SPR{Pi ` t I WESTEWFIELD, �' i . 000 - L[ 13 r �x. � u � Board.of Building Regulations and Standards f HOME IMVROVEMENT CONTRACTOR Reg�stratpn 1=38392 jx�rat 3t $2005 'BOND SPRING BIJt11. RSf } RUBEN PIEDA b'E 462 BOND SPRING WEST NEWPIELD,ME 04095 ' AdininIstri6ir s JUN-26-2003 09 :38 PM RUBEN PIEDADE 2077933417 P. 01 -. Middlesex Mutual Assurance Company SMALL CONTRACTORS Middletown,Connecticut POLICY DECLARATIONS NEW NEVALOP NUMBER Item 1. Nagled Insured and Mailing Address (No.,Street, Town,County, State Zip No.) NO. CCO 10 0 0 0 6 4 6 3 BOND SPRING BUILDERS Agent: 0640 462 BOND SPRING RD THE SANFORD INSURANCE AGENCY WEST NEWFIELD, ME 04095 1048 MAIN STREET, P.O. BOX 111 SANFORD, ME 04073 14=2. Policy Pariah 12:01 A.M.SMndard Time at Location of designated premises. •0 4/0�/2 0 0 2 ' fm To Item 3. The Named insured ls: ® Individual Corporation ©Partnership ❑ joint ventum ❑Other tem DESCRIPTION OF PREM ES LOCATION,CONSTRUCTION AND OCCUPANCY 4, SEE SCHEDMZ ATTACHED tam IN RETURN FOR THE PAYMBNT OF THE PREMIUM,AND SUBJECT TO ALL THE TERMS OF THIS POLICY,WE AGREE WITH YOU TO s• PROVIDE THII INSURANCE AS STATED IN THIS POLICY. SEE SCHEDULE ATTACHED s XTION ti— LIABjji M COVERAGE LOW OF LIABILrrY Genial Aggregate Limit(Other Than PrWuots Completed Operations) a Products —Completed Opetadenn Aggregato Limit $ z, 0 Qp.�' 0 0 0 Personal and Advertising Injury Limit $ 1, 000, 000 Each Occurrence Limit $ 1, 0 0 0 . 0 0 0 Ph*Damage Limit $ 100 , 0 0 0 Any Ona!tiro Medical Expense Limit $ 5 Any One Person PREMIUM BASIS RATE per$1,000 ADVANCE PREMIUM CLASSIFICAInON CODE NO. p)payroll PREM/OPS PRODUCTS MMS/OPS PRODUCTS c contract coat CARPENTRY DWELLING 91341 P 32, 000 INCL INCL INCL INCL AND LIGHT COMM & SHOP AUDIT PERIOD:ANNUAL 81 MON 11-POAMa AND ENDORSnEffra(MMM NO.AND 11D,DATE) SEE SCHEDULE AWACHED Adds.Cov,(Specify) SEE SCHEDULE ATTACHED Forms applicable to all Coverage Parts:(Insert No.and Ed.Date) SEE SCHEDULE ATTACHED Martgagea:(Name and Address) Item 8. t The'!seta["Imated Annual Premium 682 o�n Countersigned By, North Andover Building Department Tel: 978-688-9545 DEBRIS DISPOSAL FORM In accordance with the provision of MGL c 40 S 54, a condition of Building Permit Number is that the debris resulting from this work shall be 'I' defined b MGL disposed of in a properly licensed solid waste disposal facility as y c11, S150A. The debris will be disposed of in: (Location of Facility) ignature of Permit Applicant tl 1 0 ate I NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector w The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 9a Boston, Mass. 02111 Workers'Compensation Insurance Affidavit 7 Sy s Name Please Print Name: Location: City Phone # I am a homeowner performing all work myself. I am a sole proprietor and have no one worldng in any capacity 1 am an employer providing workers'compensation for my employees working on this job. Company name. Address CRY, Phone#: Insurance Co. Policy# Company name. Address Phone " Insurance-Co. Policy•# Falkwa to secure coverage as required under Sedion 25A or MGL 152 can leadtathe irry=ition o(cdr invj pis dr aline up toSj,- i andfor one yam'imprisonmeatas-weL9sjcbq. ies�olheSoms .a;;]DP fi�s�f understand that a copy of this statement may be forwarded to the office of inwesuiations of the DIA for coverage verification. 1 do hereby certify w,n1er a e patrrs and pees ofperiwy 6f the irdar W&W pro►A*d above ins aue and CW&_c Signature — nage l //SI/a3 Print name V Al e d Cd Pl e •Zo?� /S= 9/ ORM use only do not write in this area be completed by city or town d6ciar Gdy.of Town _ _ Rerrruylrcensina. Bu►7cfinc Qpt: OChedr Y&medate►msponse is required -0 E►C 1?Sing BSI p Selectman's 0 contact person: Phone# E] Health Departs E Other own o 4over 0 No. 3 � 0 LA E 0 lover, Mass.,-/ COCHICH WICK 0 C:1 BOARD OF HEALTH Food/Kitchen PERMI' T T D Septic System THIS CERTIFIES THAT....Ao4 ho 0 Y "D JA0.^ A& L 8# BUILDING INSPECTOR has permission to erect...OW"*...""4. .............. ...... .............................. Foundation ........ ... buildings on ... ..... ..rte, ^*.....P&.^4.......(ft.I Rough . ......... ........ .......... ......... ... I 011 # Chimney .".....J fj�.....F fy . ;j to be occupied as.............IR ......I................................. .......................... provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to thepection, Alteration and Construction of Buildings in the Town of North Andover. 34) A ) I q I PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTIO ST TS ELECTRICAL INSPECTOR Rough 1%(*.415 14L 'U(& Aw at ........ .....................== ....:-.-,q ......qqqw... ........ Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector.* Burner Street No. LSEE REVERSE SIDE Smoke Det. ow of Andover No. %04 t.�'�__-__74 0 "A 9 ver, Mas c0c. "' ORATED ?a\\' C7 BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System BUILDING INSPECTOR THIS CERTIFIES THAT....Ao4 .............of.............-..........l ........*...... • Foundation has permission 1b erect...1W-'-'--4 ... buildings on ...041 ................................. Rough .............................I.... tobsoccupladas..4b.—IT ""A# ...... S& Is Chimney .................................. ...... . ........ .Y ............................................ pr~ that ths person accepting this permit shall In every respect conform to the terms of the application an file in Final tWs office, and 0 the provisions of the Codes and By-Laws miating to pwWn, Alteration and Construction of Buildings in Me Town of North Andover.. 37A ) I the M, too I am- PLUMBING INSPECMR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Ice*pts PERMIT EXPIRES IN 6 MONTHS Final CIL 64%%4 UNLESS CONSTRUCM0 ST TS ELECTRICAL INSPECTOR 4 bis 91 At& Add Rough A ...................aois...... ............. .......==.......... .............. Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place an the Premises — Do Not Remove Rough Final No Lathing or Dry Wall To BeDone FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. Location C/ qo 6/, / poN01 po� No. Sr Date / - c;2 NORT1y TOWN OF NORTH ANDOVER 3? OG � 9 " Certificate of Occupancy $ sACH Building/Frame Permit Fee $ v '- c Foundation Permit Fee $ Other Permit Fee $ TOTAL $ 3d Check # 16094 % � -�-- Building Inspector TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR,RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING _ x,•r.> v.•.. .... •.'sem -: -,.,.,,.,. ��I"?�' ;, .. w;.,F m+.e BUILDING PERMIT NUMBER: DATE ISSUED: ic SIGNATURE: t �� ` --I Building Commissioner/IETEtor of Buildings Date z SECTION i-SITE INFORMATION IO 1.1 Property Address: 1.2 Assessors Map and Parcel Number: Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: adc�,uoy� �j 'SD ` Zoning District Proposed Use Lot Asea Frontage ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required I Provide R red Provided R aired Provided 1150, / 1.7 Water. S M.G.L.C.40. 54) 1.5. Flood Zone Information: 1.8 Secvyrage Disposal System: D Public (Private 0 Zone L )e `i.E l) Outside Flood Zone ❑ Municipal C On Site Disposal System ❑ SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT rn 2.1 Owner of Record Nk (�Fo �C� rer 1�o�C� IR . Na e(Print) Address for ServiceLZ : r —Tae—phone 2.2 Owner of R rd: Name Print Address for Service: O Z rn Signature- Telephone SECTION 3-CONSTRUCTION SERVICES 90 3.1 Licensed Construction Supervisor: Not Applicable ❑ Licensed Construction Supervisor:/ O + License Number i Address *-t 0 3 Expiration Date Signature Telephone r 3.2 Registered Home Improvement Contractor Not Applicable ❑ 0 Company Name rn Registration Number r Address r Z Expiration Date ^ Signature Telephone Y♦ k r SECTION 4-WORKERS COMPENSATION(M.G.L C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yes.......❑ No....... SECTION 5 Description of Proposed Work check all licable New Construction ❑ Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition ❑ Accessory Bldg. ❑ Demolition Other ❑ Specify Brief Description of Proposed Work: CDS \���c1�� ►r� 1 _ �� r��� � t �'���� �eC'J\,Ce SCI Se I,1:)Q11-4' SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be QgJ CIAL{I ON— , Completed bV permit applicant r 1. Building (a) Building Permit Fee /OC C) Multiplier 2 Electrical (b) Estimated Total Cost of Construction 3 Plumbing Building Permit fee(a)X(b) 4 Mechanical HVAC 5 Fire Protection 6 Total 1+2+3+4+5 Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, as Owner/Authorized Agent of subject property Hereby authorize to act on My behalf,in all matters relative to work authorized by this building permit application. Signature of Owner Date SECTION 7b�OWNER/AUTHORIZED AGENT DECLARATION A v 1, Ati Y\,V �� /✓l�V V t as Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief Avii -k�q Print a e chi gnAe r1-6xvnqJ/AgKht NO. OF STO S SIZE BASEMENT OR SLAB SIZE OF FLOOR TIMBERS I 2ND 3 SPAN DIMENSIONS OF SILLS DIMENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING x MATERIAL OF CHIMNEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE v • ttORTH q O ti``O ye 't'O Oc {O- A Town of North Andover Building Department9 27 Charles Street �SSac►+u North Andover MA 01845 Tel: 978-688-9545 HOMEOWNER LICENSE EXEMPTION Please print. i j DATE 1! 0 Z/ait\� JOB LOCATION Y'YO Ca'eG�.� pc o Number Street Address Section of Town "HOMEOWNER 7�)111 -7 17 6�3)63(y Number Home Phone Work Phone PRESENT MAILING ADDRESS �� > ' S,j'_ A Mi/06- KA 019/0 City Town State Zip Code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow such homeowners to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor. (State Building Code Section 109.1.1) DEFINITION OF HOMEWOWNER: Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one to six family dwelling, attached or detached structures ac- cessory to such use and and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official, a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned "homeowner" assumes responsibility for compliance with the State Building Code and other Applicable codes, by-laws, rules and regulations, The undersigned"homeowner"certifies that he/she understands the Town of No.Andover Building Department minimum inspection procedures an • ui ents an that he/she will comply with said procedures and requir ments. HOMEOWNER'S SIGNATURE APPROVAL OF BUILDING OFFICIAL Note:Three family dwelling 35,000 cubic feet, r larger, will be required to comply with State Building Code Section 127.0 Construcf'on Control. i North Andover Building Department artment Tel: 978-688-9545 I DEBRIS DISPOSAL FORM In accordance with the provision of MGL c 40 S 54, a condition of Building Permit Number is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c11, S150A.. The debris will be disposed of in: RI Vn XI S- kic PlVAle (0022) 3 (L cation of Facility) t / _ �• / Si nature `l%er6t Applicant I ; / Z U445 V NOTE: Demolition permit from the Town of North Andover must be obtained for this project through.the Office of the Building Inspector -6a4 110.e eaaa o�'✓��aasacft i BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR jNumber: CS 082868 Birthdate: 06/18/1977 , Y Expires:06/18/2006 Tr. no: 82868 Restricted; ,DO }< RUBEN M PIEDADE 462 BOND SPRING'RD ' ».�, WEST NEWFIELD, ME'04095 Administrator i , N�R � M E / Town of .. I Andover {•. y / — � �'0 ZC .': Ll dower, Mass., aoo3 �d ADRATED S H � BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT... /1�..........V ,�� 1... .. ...ts-* ................ !V. ............. ...................................... .... Foundation • IV � t�t• has permission to art....�.............................�.. buildings on ....�.�!�,.0.....�.�►.�..�r�.�....�..........: Rough to be occupied as........ ........o I.. /........rwr.........P .p.......A:6. !W. . ** &.� Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and.to the provisions of the Codes and By-Laws relati g to the Inspection, ation and Construction of Buildings in the Town of North Andover. n o � PLUMBING INSPECTOR 3 ��/ Aft 3 VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR Rough .....000M.. ......... ............................................................... Service BUILDING INSPECTOR Final Occupancy Permit Required, t0 Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. Til And ray Of 0 er 1! C; * y— 1? -070 J - - 7,1 * lover, Mass., 1 BOARD OF HEALTH i PERMIT T Food/Kitchen Septic System . ' BUILDING INSPECTOR THIS CERTIRES THAT A.N. .. ........... �.. '` ..................... .......... .... Foundation hes permission to erect...{4...... O!�..4'., buildings on . .'T.. ....... ro'.+1� .... Rough to be occupied as ' ^loh..... if!lR.: ... ... �l!� � �MiI�/� ♦ �1�► �'.. � ... �himney provided Chet the person aaspting flMis persalt :haN in every respect conform to terms of the application on fib in Final Ws oft*,*, and ti the provisions of the Codes and By-laws relating to the Ins . Alteration and Construction of ' Buildings in the Toren of !earth Anda, .. l s#w— lbe" gt e0f! C & -vat #k*W*q04rj PLUMBING INSPECTOR VIOLATION. of the Zoning or Building 4u Voids this Permit. (t*0 9 'P•^ ' AW Alp If 3' A l l O so Final PEW, 1T EXPIRES II '� 6 M�`ANT . �S U�1LE; ' ;c�CJNSTRI_ j I ' .� ST; �S ELECTRICAL INSPECTOR J . ....................... ........ .. . . Service . BUILDING INSPECTO..... ...R.. Final 4 ildi L t caa�lc Permit Rec �.�ired to ���: - -V gGAS INSPECPOR Rough Display in a Conspi ous Place on the Pre -- Do Not Remove Final 1 No thing or Dry Wd To no FIRE DEPARTMENT Until Inspecte avid Approved by the ng Inspector. Bummer Street W. Det.D SEE. REVERSE SIDE � j Smoke 1. Vto TH '9 Town of : Andover No. (i ped o ,_,� : ,. ; LA O 1 dover, Mass., Oa COCM I C EWICK V', A0RATED PPS\ -`C.1 `S BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System • BUILDING INSPECTOR THISCERTIFIES THAT.......Aw.40�..y........ .......`... . .. ��1...................................................... "" Foundation has permission to erect........................................ buildings on ...4NP......0 1%.�...,P1• . , ................... Rough to be occupied as...... Y. is FAwL �� ��� V 4 0a t' Ar'�I�c�� Chimney ...../V ........................ ........................................ ........................................................... provided that the person accepting this permit shall in every respect conform to tyle terms of the application on file in Final this office, and to the provisions of the Codes an Buildings in the Town of North Andover. Sv By-Laws relating to the Ins action, Alteration and Construction of e , ' h lot* V. OJVLPLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. /, �/, Rough CSN ' VV ! Final C"5,t0uV4;0•+ PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR Sec r f� UNLESS CONSTRU N ST S Rough ........Z �� C Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough nal al No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. January 12, 2005 Anthony Dinapoli Lecalorle, Inc. 23 Central Street Andover, MA 01810 RE: 440 GREAT POND ROAD -NORTH ANDOVER, MA (DEI Project No. D1317) Dear Mr. Dinapoli: Per our agreement(dated December 23, 2004) we are performing the structural peer review of the refer- enced property. We were provided with a set of architectural drawings and structural drawings stamped and signed by the architect and SER (Structural Engineer of Record). The drawings were submitted under a title sheet labeled "Building Permit Set", issued December 20, 2004 and reissued January 04, 2005. Portions of the structural design are depicted with enough detail for us to review their design. Unfor- tunately, the structural drawings are not sufficiently completeP for us to complete our entire review. We will require the SER to submit additional information as noted on the enclosed marked-up copy of the structural drawings. Our most serious concern at this time is the adequacy of the roof framing design with it's complex shape; more so the main roof than the smaller span roofs. We have requested calculations from the SER to explain his design. We do not believe the roof framing is adequate to support the loads noted on the drawings. We fear significant changes will have to be made to the design to meet the building code. We have also discovered two (2) timber beams (existing 4-2x12's) at the first floor which appear to be significantly overstressed under the load from the bearing walls above. We have requested that the SER review these beams and provide calculations or reinforcing details. Please note that the structural drawings list seismic load design criteria which is not required to be evaluated per the Massachusetts State Building Code, Article 3603.1. We have not reviewed lateral loading on this structure. We will await the submission of the requested information prior to finalizing our review. Very truly, DAIGLE ENGINEERS INC. konath M. Longchamp, M.S., P.E. (ext. 117) Principal/Vice President jloMchoRq)@daigleengineers.com JML/cim Dame Engineers,Inc. 1 East River Place Methuen,MA 01844-3818 25 Years in Business-Est. 1979 978 682 1748 DEI♦1/12/05♦D1317RO11205.doe•Page I of l 978 682 6421 fax www.daigleengineers.com 1"9;tWN OF NORTH.ANDOVER tLORTf.I -)f the uihling Deparbro,�.,nt -De'�velopntenl- an-d Sei-vim to 400 Os,?Iood Street Warhzo.-Cfts'01 x4K (1 7" January 28,2005 Anthony Di-Napoli 23 Central Street Andover, MA 01810 RE: Peer Review for 440 Great Pond Road North Andover, MA Dear Mr. DiNapoli: Please be aware that this department is in receipt of the correspondence from Daigle Engineers Inc. in regards to the peer review for the above noted project. The correspondence states that the drawings submitted for the peer review is missing critical information such that the review cannot be completed, and that the peer review engineer has requested additional information from the SER(Structural Engineer of Record)and or architect of record. Please be aware that until such time as the peer review is completed and submitted to this department that no work will be allowed to proceed. Should you have further questions I may be reached between the hours of 8:30— 10:00 AM at 978- 688-9545. Respectfully, Michael McGuire Local Building Inspector Cc D. Robert Nicetta file [_(:TT-- OF I-f.I:rr:uTTAI- JOSEPH D. LaGRASSE ONE ELM SQUARE & ASSOCIATES INC. ANDOVER,MA 01810 ARCHITECTS,ENGINEERS, TEL: (978)470-3675 INTERIORS, LAND PLANNERS FAx: (978)470-3670 ez, E-MAIL:JDLAI([1�,AOL.COM TO: Date: January 4, 2005 Michael McGuire Project#: 1892 Building Inspector Attention: 27 Charles Street Re. Sent By: Tom Galvin North Andover, MA ■ ENCLOSED WE ARE SENDING YOU THE FOLLOWING: ❑ SEPARATE COVER ❑ MAIL QUANT. DATE SHEET NO: DESCRIPTION ❑ OVERNIGHT 1 set Permit drawings ❑ 2°d DAY ❑ MESSENGER ❑ FAX ❑ 978-688-9545 WE ARE SENDING YOU: ACTION REQUESTED: ❑ PRINTS Mike, ❑ ORIGINALS ❑ REPRODUCIBLES As requested please find a set of ❑ SHOP DRAWINGS revised design development drawing for ❑ SPECIFICATIONS the architecture of the project at 440 ❑ SAMPLES Great Pond road, and the structural ■ CORRESPONDENCE drawings for the project. Each discipline ❑ has been stamped by the responsible TRANSMITTED AS: designer. ❑ FOR APPROVAL ❑ FOR YOUR USE Please let me know if you need ❑ AS REQUESTED additional information. ■ FOR REVIEW AND COMMENT Tom Galvin ❑ REVIEWED ❑ REFER TO NOTES ❑ RETURNED FOR ❑ RESUBMITTED FOR REVIEW ❑ FOR BIDS COPY TO: Signed —�1.7'-' "j- Z""'— DO NOT SCALE DRAWINGS IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE I McGuire, Mike From: Nicetta, Robert Sent: Tuesday, November 30, 2004 2:49 PM To: McGuire, Mike Cc: Griffin, Heidi Subject: RE: 440 Great Pond Road Mike, the Photos reveal extensive structural building work on going. Does the Architect Joseph LaGrasse keep the construction crew working without any building plans? The architect has been promising you new structural drawings for months. To my knowledge none have arrived to date. Yet the construction progresses. Also, to the best of my knowledge the construction proceeds without a building permit and in violation of many "Stop Work Orders", without calculations, and without structural connecting details. Please advise me of what options you will be using to immediately correct the above violations. Bob Nicetta -----Original Message----- From: McGuire, Mike Sent: Tuesday, November 23, 2004 1:47 PM To: Nicetta, Robert Subject: 440 Great Pond Road Bob, These are the pictures taken 11/23 of the project and what was underway when I arrived. While I was there Tom Galvin of Joes office arrived. I spoke with him and he stated that the plans are 99.9% complete but don't have the structural stamp as Ned is in Florida but that he would get me a copy either today or tomorrow of what they have along with a letter from Ned stating that the stucturals have been reviewed. I showed Tom the feet of the steel columns and the bolting method and Tom took a picture of the smaller bolts and said that he would mention it to Ned. -----Original Message----- From: Pamela Merrill [mailto:pmerrill@townofnorthandover.com] Sent: Tuesday, November 23, 2004 1:50 PM To: mmcguire@townofnorthandover.com Subject: your pictures Pamela Merrill Conservation Associate North Andover Conservation Commission 1 FLEET BANK 1435 LECALORIE, INC. — BEDFORD, NH 03110 ANTHONY DINAPOLI- PRESIDENT "] PERSONAL ACCOUNT 3 EXECUTIVE PARK DRIVE 54-49/114 P �� 8/5/2004 BEDFORD, NH 0311010 ) I L PAY TO THE ORDER OF Town of North Andover **4,000.00 iu Four Thousand and 00/100********************************************************************************************** DOLLARS g U N N Town of North Andover PO Box 124 t North Andover MA 01845 {-l9 VA-10M ^ r AUTHORIZED SIGNATURE IVP MEMO fee for building permit r/J 11000 14 3 511' 1:0 1 140049 5i: 9 399 1 7 3 7 3911' 11'0000400000.1' FLEET BANK 1782 LECALORIE, INC. BEDFORD, NH 03110 ANTHONY DINAPOLI-PRESIDENT PERSONALACCOUNT 49/114 23 CENTRAL STREET 54- 11/17/2003 ANDOVER, MA 01810 0 • m PAY TO THE Town of North Andover **12,500.00 ° ORDER OF $ 16 Twelve Thousand Five Hundred and 00/100*********''`************************************* DOLLARS U N Town of North Andover PO Box 124 , w North Andover MA 01845 ' AUTHO IZED SIGNATURE NP MEMO Great Pond Road/Permit 1110017132111 1:0 1 140049 5I: 93991 7373911' 111000 12 500001' 0 FOR DEPOSIT ONLY FOR®EPf»I5�ONLY TOWN OF NORTFi.ANDOVER TOWN OF NORTH ANDOVER FLEET BANK FLEET BANK : : ACCT. #001410-2612 ACCT, #003410-2612 1 14 1 7606 10 MI Nw FF � f:) � 'q�f.�b1�^1 'I11�. .� �d •e(y�+.1:�V'111I ' t�', 'T •'� 'I�f w...•:�' I 'WPI;�(�;�:�.:. 1;�.�;1 I, I.at 1 tl 11,1 Iflllll l.",4.�1'i1J I�iil'1 .I..I I:L.1 a TOWN OF NORTHI ANDOVER OORTtj 0frice of the Building Department Community Development and Services 27 Charles 184tred, North 01.845 CHU D, Robot Nicetti, Telephone(97s)688-9545 811iMig Commissioner FAX(1978)688-9542 March 22,2004 Mr. Anthony Dinapoli 440 Great Pond Road North Andover, MA 0 45 RE: Ongoin at 440 Great Pond Road Dear Mr. Dinapoli: Please be advised that upon an inspection at the above referenced site it has been observed that work is progressing in violation of the submitted plans. The work that has been done does not match with the submittedplans or materials specified on the drawings. Please be aware that this department is issuing a STOP WORK ORDER. Please be further advised that due to the complexity and design of the structure this department is requiring a new full set of drawings and specifications stamped by registered design professionals in the areas of structural and mechanical. This STOP WORK ORDER is being issued under the MA State Building Code Chapter I Section 111.12 Revocation of permits which states"The building official shall revoke a permit or approval issued under the provisions of 780 CMR in case of any false statement or misrepresentation of fact in the application or on the plans on which the permit or approval was based." I may be reached at 978-688-9545 between the hours of 8:30— 10:00 AM Monday thru Friday. Respectfully, Michael McGuire Local Building Inspector Cc Ruben Piedade Joseph D. LaGrasse Assoc. file Dai jle Er.ajImm Inc, t!'sad Ri Ycr l'0.18 FAX � QW Mclhucn,HA 0.18 � 9796921748 979 682 C421rax T*0. Anthony Dinapoll WWW.dai$kxASiaCc x0M Wade FAX 1-478.470-0388 Date: March 4. 2005 FROM, ,Jonathan M. Longchamp, ext. 117 RZ, 440 GREAT POND ROAD DaigleEn�lneers, Inc. PRER REVYII W NO OF PAGES(INCL.THIS S14E:F' l; l (DEI PW)JECf NO.:D 13 17.11 141®: Anth.(my: As you know we.fret vAth .Ned Caru;.eo of JDLAi on Febniary 17, 7005 in aro effort to resolve the outstanding differeners whirh are prrvrn.ting our office from finaUing the independent Structural Peer Review. In general we requested the foilow;nA; -Details for resisting the lateral thrusts at the base of the r:lfters, d0uhle rafters, and valley beams where they bear on the attic floor deck • Hanger 121forn)atlon for the lisp and vailcy beams whicb connect to the ridge beams running over the posts in the Master Sedroom. - Clarificatirax of the roof frarrttng over the Master 80droom Around the.chimney and behind the tower - Corrections to the computer model far the multi-p4r rzEi'tern which flank the,vAndnws Ned advised us lie would review these !agues and respond. To elate.we have not yet reecive;d any response. X/C Andy Corta AC remodeling 1.781-396.9076 RECEIVER: Please contact sender imintWately if less that) the specified number of pages is received, or if any portion is not legible. If mo response is received by this office within 24 hogs of this faz, it is assumed that the parties receiving this me»to agree arith all info tion as presented herewith. JS}f )"Vom o Tjr.IT.IMSA M.&'t•YOet 10 2 RECEIVED MAR 7 2005 BUILDING DEPT. Daigle Engine=lea I Ed River Place o '' I�Ielhvati.MA o l Ra4.,e91 a FAX MEMO 973 682174R 979 692 6421(ax TO: Anthony map h www,dmigloninoar.com La"' * FAX: .1-979-470-0388 Date: February 4,2005 FROM: Jonadw. M. Longchamp, ext. 217 D&We EnOr"s,Inc. IM 440 A�1lT POND ROAD PRER REVIEW NO. OF PAGES(INCL.THIS SHEET): 3 (OVIPmicetNo. stair) U MOs Anthony: Attached, erre our comments related to the revised dauws submitted to our office an February 1, 2005. We have faxed a.copy of the co=mmits to JDIA, Urnfurttunately the ca&aer of record faded to provide his Wculations for tete roof framing as we had reque ated. As you 1w ibe adequacy of the roof firanting has been and still is our primary concern. We have again requested he submit calculation sabstant:iat M the roof iramiag shmm ora the elzw*-ngs. PbaLse be advised that we have exhausdrd our original review fed thus we must naw proceed un- der the additional services clause of our Ncembex 23, 2004 proposal. ilopeittlly the ezq*we r of record will be able to provides us with calculations which enable us to accept the roof iira»g as it in currently depicted. If not be w9l have to redesign the roof framing syxtem. We win avrwt has response and a.sued copy of this memo prior to groce:e die4. Authorised Agent's Womee(prim► Agent's Signature: Dater: RECVIVER: Please contact sm. der immedia tcly if lose than the specified number of gages is received,or if any portion is not legible. It ao response L roceiveei by this oMee within 24 hours of thin fox, it is assumed that the parties r*eeiving this messes agm with all intonnotion as lrreaented besewith. ENCLOSURE 01-3145 t.�, 0 �� B . .00:1 rRBJF=NAME: DiNspoli lkcsidet�e PROM= 1882E ��i�le �nni;y�crs [nC. DATE: 7.31.0;5 DRAWING TITLE; Information Reqeast—Dai ieanooea,Inc,Ioe.(DEq Attached please find drawings related to this projeet Groin our Phase One,flra a ntrattor wet of drawings. Mer to DEIas Co ah on Sheet Si 0 Rev AES Dated tl;2Z.M Q: 1. Top of wall anchorajhsall height/footirtg info. Re*: A. Per Phass 1,Sheet S 1.0 dated July 12,2003,Detail 1: 1 oul4 tion wall and Footing Details are provided--Wall is reinforced. $Repiyt B. Unless otherwise spec i8ed,Anchor bolts are 1/2"Diameter z 12"lone.Le alion of anchor bolts is 12"(maxitnum)frowns cosrtera and openi fts,and at 6'-0"(nwximwn ex.spacho ebcwk m ale the t of co=de WAS. Unless " Along top U las noted otltcarviae,Anchor bald project 4 above top of concrete. Q: 2. Footiett imfoamo ben below vew col mrta grad existing cosrerete fottndation- Reply: A, Columns rest on original f90tings.(2'-0'*wx V-0"d,reinforced) Refer to sheet 12 of 42 and 27 nf42(Boat our,amblve fnk.showing original foundation pladdetails). Residence for Mr.&.Mrs.Albert D.Mand,dated Jane 10, 1981. Reply: S. Per eakuiabom pedis mcd,original foaredadontfootings art deemcd adequ ate. Ret to nEI`s Cortnarsents err Sheet Si.t �v ABY hatted 10.15-A4 ', Qt l. Aclor DoltSpacing(4'- Recorttenemalcd)• Roplty: Refer to sheet S1.0 Rev 95,Dated 12-27-04. At locatins where Exterior Wall Section 8/51.1 applies,aochor bob n aximum spacing doss not exceed 3'.0"spacing dire to length of wall between openitlls,and/or jog in wall. Q: 2. lieadex size over openings at Btsautertt- It Re*: See Drawing S2.0, Mader is s 3'Yr x 91/4* LVL V*4 I S 711b S AM Ll G/f•I Q: 3. lfcader size @ 2A Floor Deck Framing- Reply: Headers installed an adequate to carry the proposed loads. Rif to n C COMMOU on SbM i Fdtt 3 Dated 1Qt•29 f Qt 1. Design of Glass To9vcr•y-Delegated- !<itetAR2F/Cpr>aMorJe►mJ amWNJ=tdlt320Mss rw •t• I N LO01-31-0 Reply., Design of 4-story Glass Towcr is by others. (This design o fort lana not boos awarded.) Bearing points and attachment details unav&dBbk at dais time.Material wtigbts for use in 6ottudadott dcaign were estimated how.rrsseaareh of several window m mActttrer's data. Final asse:asroerd of foundation adequacy,per details on Dwg.S 1.3-mvised 10-29-04,required upon Seal design of ftwer. FA 12 mile Coadstrtotl oq Sheet 52.0 0 S 22Md 12-27M Q: I. Provide size and series of truss joists- R": Installed in Phrase 1: Tams joists series and sizes verde verified during installation and cortrtntWon via field inspections. Sixes art. Boise Cascade 600S Series x 14"deep @ 12"o.c.spacistg on brat floor in Living Room Area Boise Cascade 6M Series x11.873"deep @ 16"ox.spacing on first floor in Start R,os n Ates Refer to sheet IS of 42 and 16 of 42 Grose ottr arcbaivc file,sbow WS oeiglaal foundation ptae/deceits). Reaidence foe W.&Mrs.Albert D,Manzi,dated 3une 10,1981. EmstmS Hoof joists size located in Allied , Douglas Fir-2x12':at 16"o.e.spacing evemVig-njDiqa 5�f1tjO Ar- %0 *ffeq%C nu Ge v4sx,6TIMSCA Q: 2. Provide .Hamper M%& f L Cm a Ar f4w., %P't AA Re*., lrt uomtfon on mcosjmwnded hae ft cotln xim for iuCeuxnatioea (Le.USP Lumber Connoeaoss,Siwpson Strong-Tie Comaecim)was contmnnieate d to the contractor during the ftarnin;process. Completed,installations have been verified viva field inspections- See attacluntat for Shr"on HWIJ. Q: 3. Provide beadce site at the 3%6"door openioga in the 12"cooctece wall to the:"Film Viewing" area- Reply, Im allod is phase I Headers at these locations are constructed as 6.75 x t 2 bum built up trots:S- 1.75 x 12.LVL': Castewd togc&eir. Note: At the col*=ton'disa:st kmk various size headers have been utilized at openings tbtwnghout the project. All headers installed in!:'base 1 meet or exceed rise requtro ifs of rise Massacbesetts DvAdiag Code;,780 CM,Sixth$ditio% Q: 4. Submit Steel Beam is wntation for beano located at fheplaw hearth- Reply. Beare at this location is W 14 X43. Supporting eolurn as are fabricated Born Gst6ae3/8"tube stsol. Q: S. Clarify size of W 10 beams. As installed,rise beam at this location is a W 10 X 26"continuous beam"over 4 supports. Q: b. (4)2x12 'btu7wup bearns- Reply: Addidand columns vs.clear spun is under review by chest. Tbrce attmatives acs being considered at OW location: File'l O&2F DsiaW1112M ftV -2- ENCLOSURE— 01-31-05 . (1) Provide additional columns and foundations a the beams'mid-span in order to awoutmsodats utiliriDS sloe mistier;"built-up"bcams. (2) Provide additional reinfortinS to die CtisdnS"built-up"bears tttilttiq arae!channels(MC 12 or other series)an each side of the euis&S beams. (3) Remove existing"built4e beam. Replace with(W10 or other series)steel beat►. Documents sbow additional scrotum support Q: 7. Submit"BudVW post tAnnatioo. Rtil. 'Tudt-up"Post(commis)sizes ace as follows unless otherwise specified on the drawitigs: (1) For 2 x 6(tel size)wall stndS,'Suilt-up"Posts(whom)sim we built-up[raem 2 x tirartber to be a mininsam of 6 x 6 (nominal site). (2) For 2 x 8(nominal size)wall studs,"Built-up"Posts(column)sizes are built-up fives 2 x 8 tWhm b be a miaimnm of 8 x 8 (twtrtknal size). (3) For 2 x 10(nomind sitz)wail stwha "guilt-up"Posta(eolm;*sizes are built-up from 2 x 10 tMixtc to provide adequate beatieS for the width.of the beam. 4) For 2:t 12 nomvinl size wall studs,"Built. "Posts colum sizes am built- tiers 2 x 12 ( ( } up ( ) up' timbsr to provide adepase bamag fogy the wift of the beams Posts are to be in continuous bearing "vertical alignmeor Q: C� F 51.0 G e4g /5.1 ? Q: I. 181ocking between joists- Replyx Information nn required blocking(type,sim and location)was communis to both the Phase 1 tit Phase 2 contractors throughout the i ywcess. .BbcklAg installations lave been coriVieted in many locations. Remaining blocking installations must be completed prior to flaming completiom. Q: 2. Member sines around stair openings- Reply; Design of(3)custom curved:talus will be by otbus. (Stair veodot not Pet Wetted). Veri&ation of stsactuml header adequacy(as well as all stair supporting members)is mquirod upon final design of stairs. Anticipated structural z oembers at stair gmittga are as follows: A. blain Stair(awstor: Header at 2's floor(supposfWg cidsting stair)is rami"migimtl"hoarse design ad is'%u&up"(4)2x12'8 IL Stair b right of Entry(ftce-swies): (1)...Ptoposed header at i" door is a"sinjlc"1.73x11.25 2.OE paamllam Prroposcd support beam at 1"Soot for this header and above wad is "built-up"(3)1.7Sxl 1.25.2.O15 parallanu. (2)...Ptoposed header at Zee floor is a"buile-up"(4)I.75xl 1.23 2.0E pwallama. (3)...PNPO$cd header at Ank floor is a"built-ap"(4)1.75X 1115 2.01E pa[allams. C. Suctoom Stair(ane-stnryr Proposed header is built-up boom(3)-1.75111.25 x 2.Oc paraBsus beams. Starr close out members on either side of stair Noll are indicated an drawings as built-up beams(2)-2x 12's. Q: 3. Pmung at a Floor DrossuWBalcony- lt+eltlyt Plan revised to reflect as-built eondidonedetails 1,2,4,6 do'7 on Shea S1.1 rcv 12-27-04. Q: 4. Typ.(2)240 beams @ Porch Roof Reply: Typical Poach Roof bum inaceacd to(3)2x1 O's S x w&f 7*S #AvJ 6-r last* ac eaavoancascsrt�riatdt u2oo� Psp-3. ENCLOSURE ------ 01-31-05 Q. 5. Sixe MW apaciag of hMiDg at typical load bcaing wall. Aaeplyr All intxaim load bearing walls,iaclu&g prcviousty exisft,are constructed utilWq a minim m 2A stud @ 16"o.c, Q. 6. DDD i W LVL- Re0ya (2)1.75"at 1.23"MT bean (2)1.75"x 14" LVL beader Q: 7. Post locadom and sizcs @ Sunroum- Repty: Posh in place meet standards ss speai6ed in¢cepanw to Q:2.0/7. Viaut,bocatka of pusts will be c mdinated with actual window spaciug Capon cliont approval of design. 1I[to DE"9Cnctunneka®e Shead 2 2* t219x L IP-4 62 S UV#3 D&Wg jZ zv.-R4 Qt 9- 0006fic gmstious regasfieg idenfi&Pdon of exit vs.regttlrcd joist aces&sedes,bcader s ox at dam*,window and&mr openin`r at 3aairwa ll loeatioos,framing connettorss,post=es bad laft beating malls,mof niter anppoct god cont Kdon details,etc. Reply: ror clariftatio9,Saevesal 90105 and deWIS have been added to those drawmp to Address specIfIc 9u9Sd6 s aund/or c09c9m- MUM to Drawings S2.2;S2.3;S2.4;and S2.5,Rev#F D%Icd 1.31.0, F z.�. P OUSt'-f ACT Ue-C7V4 S'2.3 SCAB t+1-r aR-OVF ,rJ& CA c, CA4 LA7cw 17)q ex jfjLscnWj 6 Ls Ac P't Vt�Sc�r Ptte:tttazr d e�►asu��tnaKw1132003 FW _a_ 04/01/2005 11 :20 FAX 1 978 682 6421 Daigle Engineers, Inc. 18001/003 Dhiglc Engincers Jnc. I East.Rtvcr Place FAX COVER SHEET WF Methurn,MA.01844.3818 978 682 1748 978 682 6421.fix www.daigleenginrers.rem. �c Ante: March 28,2005 RE: STRUCTURAL PEER REVIEW FAX COPY SENT TO FOLLOWING: ATTENTION COMPANY FAX NUMBER Robert Nicetta Town of North Andover 1-978-688-9542 AnthonyDina oli Lecalorie,Juc. 1-978-470-0388 Sebastian Ned Caruso Joseph D. LaGrasse&Associates, Inc. 1-978-470-3670 otwbY eAvey� A G A -"011wlr-r C4-1-9S f•7gf -39`-Ilk �. 05 40- MIME tIAOu," o r �efT "Mwtj 6f N. it I-4'e.488 -Qs TOTAL NUMBER OF PAGES INCLUDING THIS PAGE Comments: Gentlemen: The original will be seat directly In Robert Nicetta via regular mail. Sent by. Jonathan M. Longchamp,ext. 117 RECIPIENT: Please contact Dawe Engineers 1=.ivaediat*i£less than the specified nu=ber of pages is received,or if any portion is not legible. DE]o 3/28/03 4 0131TRC032803.doc 04/01/2005 11 :20 FAX 1 978 682 6421 Daigle Engineers, Inc. Z 002/003 March 28, 2005 Robert Nicetta O f � Town of North Andover Town Hall 27 Cbarles Street North Andover, MA 01845 RE: STRUCTURAL PEER RZWZW 440 GREAT POND ROAD--NORTH ANDOVER, MA DINAPOLI RESIDENCE (DIN Project No. D 13 17) Dear Mr. Nicetta: Our firm has been retained by Anthony Dinapoli to conduct an independent structural erWm' eer review of the above referenced structure. The objective of this review being to determine if the structural plans and specifications for the referenced project are in compliance with Structural Code requirements, following the guidelines established in ' Section 110.11 and Appendix I " of the Massachusetts State Building Code, 780 CMR, Sixth Edition. This objective is limited to the extent necessary to render an opinion regard- ing the stability and integrity of the primary structural system of the building. At no time shall it be construed that our office (Dame .Engineers, Inc.), the Structural .Exgg neer Project Deer Re- viewer, through this peer review,is supplanting,or jointing with,the S.E.R. (structural enguneer of record)in his or her professional responsibility for the design.of the Structural System. For out review,the owner provided us witht structural draws 51.0, 51.1, 91.2, 51.3, 52.0, 32.1, 52.2, 52.3, 52.4, 52.5, 52.6, 52.7 and $2.8, all marked "Issued for Building Permit" and dated 03/25/05, and a set of architectural drawings for reference. The Structural Engineer of Record (SER) Sebastian Ned Caruso, P.E., of Joseph D. LaGrasse & Associates, Inc., prepared these documents. The SERs calculations for several specific elements were also submitted,per our re- quest. As stipulated in,"Appendix I'of 780 CMR, our office performed the following tasks: 0 Checked to assure that the applicable designs loads noted on the drawings are in can- formanee with the requirements of the Massachusetts State Building Code, 780 CMR- Sixth Edition. 0 Checked that the design criteria and assumptions conform to 780 CMR, and are in, general compliance with accepted engineering practice. DaWe Engineers,Iris, 1 East River Place Methuen,MA 01844-3818 978 61321748 978 682 6421 fax wvwv.da(gicengineers.com PET 9 VWDJ n1317PRIL032e03.doc 9 Poe I ore 04/01/2005 11 :20 FAX 1 878 682 6421 Daigle Engineers, Inc. 1&003/003 Page 2 of 2 March 28,2005 440 Great Pond Road-Horth Andover,MA • Robert Nicetta 0 Reviewed the Geotechruical assumptions and checked to assure foundation designs are in accordance with such assumptions. P1 Checked that the organization of the structuxe is conceptually correct and that the load paths are adequate to deliver forces from the building frame through the foundations and veto the suppordM sub grade. 0 Performed independent calculations for a representative fraction of the systems, mem- hers and details, adequate to form it basis for our conclusions. During the course of our review, we exchanged correspondence with, and conferred directly by phone with Nur.. Caruso, the SER,to requestAll clarifications and discuss issues of concern. such issues of concern have been resolved to our satisfaction. It is our professional opinion that the structural design of this project corpforms to the structural requirements of the Massachusetts State Building Code, 780 CUR, and are ars accordance with accepted engineering practice. We further state that there are no unresolved disputes between the structural engineer of record (Sebastian Ned Caruso, P.E. -Joseph D. LaGrasse&Associates, Inc.) and the independent struc- tural reviewing enower(Daigle Engineers,Inc). We trust that this will satisfy the needs of your office. Please call if you have any questions or concerns. Very truly, DAIGLE ENGINEERS INC a�P M �,KN OF o<' JONATHAN P��G i 1•'`"' O �S�CS LONGCHAMP STRUCTURAL No 35867 Jonathan M. Longchamp,M.S., P.E. (ext. 117) �oFc, Principal/Vice President Fs ro + ilongmamp@daigieerw*wrtr.com x/c: Anthony Dinapoli(Owner) Ned Caruso,P.E. (Joseph D. LaGrasse&Associates,lame.) JML/cim DO 0 3/2ej03 6 o»>naaou:eos,a".Pop 2Qr2 03/28/2005 14:27 FAX 1 978 682 6421 Daigle Engineers, Inc. 10002/003 March 28, 2005 Robert Nicetta + Town of North Andover Town Hall 27 Charles Street North Andover,MA 01845 RE: STRUCTURAL PEER REVIEW 440 CREAT POND ROAD - NORTH ANDOVER, MA DINAPOLI RESIDENCE (I)PI.Project No. D 1.117) Dear Mr. Nicetta: Our firm has been retained by Anthony Divapoli to conduct an,independent structural engineer review of the above referenced structure. The objective of this review being to determine if the structural plans and specifications for the referenced project are in compliance with Structural. Code requirements, following the guidelines established in " Section 110.11 and Appendix I " of the Massachusetts State Building Code, 780 CMR, Sixth Edition. This objective is limited to the extent necessary to reader an opinion regard- ing,the stability and integrity of the primary structural system of the building. At no time Shall it be construed that our office (Daigle Engineers, Inc.), the Structural Engineer Project Peer. Re- viewer, through this peer review,is supplanting, or joining with, the S.E.R. (structural engineer of record)in his or her professional responsibility for the design of the Structural System. For our review,the owner provided us with sstruchiral drawings S1.0, S1.1, 51.2, Sl.3, S2.0, S2.1, 52.2, S2.3, 52.4, S2.5, S2.6, S2.7 and S2.8, all marked "Issued for Building Permit" and dated 03/25/05, amd a set of architectural drawings for reference. The Structural Engineer of Record (SER) Sebastian Ned Caruso, P.E., of Joseph D. LaGrasse & Associates, Inc., prepared these documents. The SER's calculations for several spccific elements were also submitted, per our re- quest. As stipulated in"Appendix I" of 780 CMR, our office performed the following tasks: 0 Checked to assure that the applicable design loads noted on the drawings are in con- formance with the requirements of the Massachusetts State:Building Code, 780 CMR- Sixth Edition. El Checked that the design criteria and assumptions conform to 780 CMR, and are in general compliance with accepted engineering practice. RECEIVED Daigle Engineers,inn MAR 2 8X005 1 East"r Place Methuen,MA 01844-3818 978682 1748 BUILDING DEPT. 978 682 6421 tx www.dalgleenVnccre,.com Det f yaw•D1317PRIORIO.eM0 TV 142 03/28/2005 14 :27 FAX 1 978 682 6421 Daigle Engineers, Inc. 003/003 Page 2 of 2 Maxcb 28, !2005 440 Great Pond Road- North Andover,MA Robert Nicetta P1 Reviewed the Geotechnical assumptions and checked to assure foundation designs are in accordance with such assumptions. Cil Checked that the organization of the structure is conceptually correct and that the load paths are adequate to deliver forces from the building frame through the foundations and into the supporting sub grade. IJ Perfor=ed independent calculations for a.,representative fraction of the systems, x uem- bers and details, adequate to form a basis for our conclusioris. Dudng the course of our review, we exchanged correspondence with, and conferred directly by phone with Mr. Caruso,the SER, to request clarifications and discuss issues of concern. All such issues of concern have been resolved to our satisfaction. It is our professional opinion that the structural design of this project conforms to the structural requirements of the Massachusetts State Building Code, 780 CMR, and are in accordance with accepted engineering practice, We further state that there axe no unresolved disputes between the structural engineer of record (Sebastian Ned Caruso, P.E. -Joseph D. LaGrasse&Associates,Inc.) and the independent struc- tural reviewing engineer (Daigle Zngineers, Inc). We trust that this will satisfy the needs of your office. Please call if you have any questions or concerns. Very truly, DAIGLE ENGINEERS INC a�P- A OPP, s <` JONATHAN Iry C I.ONGHA STRUCTURAL No 35867 onathana M. Longehamp, M.S., F.E. (ext. 117) 'o„�FO, 10& Principal/Vice President �s,o L flongchamp(q'1d y1eeng#*rs.c*m x/c: Anthony Dinapoh(Owner) Ned Caruso, P.E. (Joseph D. LaGrasse&Associates,Inc.) JML/cim DIN a/26/05 D131 rM0329054 c Pax*2 oft , 03/28/2005 14:27 FAX 1 978 682 6421 Daigle Engineers, Inc. 001/003 t I Ess RivErier ors Inc. FAX COVER SHEET � • 1 East River Fleae Mrthiocr.,MA 01891.3818 978 682 1748 978 682 6421 fAX www.daiglexngincm.com �.:•"" tEh'ry Date: March 28,2005 RE: STRUCTURAL PEER REVIEW PAX COPY SENT TO FOLLOWING: ATTENTION COMPANY FAX NUMBER. Robert Nicetta Town of North Andover 1-978-688-9542 Anthony Dina li Lecalorie, Inc. 1-978-470-0388 Sebastian Ned Caruso Jo3eph D. LaGrasse&Associates, Inc. 1-978-470-3670 TOTAL NUMBER OF PAGES INCLUDING THIS PAGE Comments: Gentlemen: The original will be sent directly to Robert Nicetta via regular mail. Sent by: Jonathan M. Longchamap,ext. 117 RECIPIENT: Please contact Daigle Engineers Inc.immediately if less than the specified number of pages is received,or if any portion is not legible, oer 4 3/28/03 0 A19)7FM.2805.dse Mulch lb, 2005 Anthony Dinapok Laadorie,Inc. 23 Central Street Andover, MA 01810 RE: STI9tUCTURAL PBRR FXVI W DINAPM1 RESIDENCE - 440 ORFAT PONA ROAD NORTH ANDOVER, MA (riEI Prviect N9 D l31 i) Dew Andy: As you laxvw we have. received a revised set of slcuctural,dtawi)iSs and adt:Ltaorlall eoMputer calcu- lations from JDLAI on February 14, 2005. A curaaory review of the submission indicws that the SER is getting closer to providing a design which addresses our previous concerns. However, based on our first glance at the submittal we think there are aQ11 a few areas of coneem. Our ini- tial concerns are as follows t The +Eft did not sulx2it revised computer calculaations ;or the mulb-ply rafters rhieh flat* the meadows + 'die rods are not shown at all double rafter locations. * Valley rafter thrust connect iou/loam path not provided. There may be some additional contents which come up dttriing our subsequent review whicb vnll also require the SER's attention. We sue proceeding with this additional review based on your verbal authorization. We will keep you informed of our endings Vest/truly, DAIGLE ENGINEERS INC. -y' Acer RECEIVED .Jonathan M. Longehamp, NJ,S., P.E. (cxt, 117) 1 � 2005 Principal/Vice president MAR jta�paActtrtF;�o(aiylce+ea+>ess�s.arm X,c: Andy Co (AC Remodeling) BUILDING DEPT. JML/ctnl CWSIe Engineers,Inc. 1 East Rner Place 2S Years Is Onsteeas-Ut. 11179 Metn cen,MA 0 1644-38t8 otu•vfwW.(11)1'ROU605 d'v•roes 1 of 978 682 {748 9M t582 5421 tnx :+�ti'W.dA�gf¢�r$It1!®fS.tU:r1 RT the.Btid& ing Depi, rtnuent R. 0 a.-nd. Service,; 4N!Os--Ood Stred 4" N,,Oh A. - Deleph . , January 28,2005 Anthony DiNapoli 23 Central Street Andover, MA 01810 RE: Peer Review for 440 Great Pond Road North Andover, MA Dear Mr. DiNapoli: Please be aware that this department is in receipt of the correspondence from Daigle Engineers Inc. in regards to the peer review for the above noted project. Ir The correspondence states that the drawings submitted for the peer review is missing critical information such that the review cannot be completed, and that the peer review engineer has requested additional *information from the SER(Structural Engineer of Record)and or architect of record. Please be aware that until such time as the peer review is completed and submitted to this department that no work will be allowed to proceed. Should you have further questions I may be reached between the hours of 8:30— 10:00 AM at 978- 688-9545. Respectfully, Michael McGuire Local Building Inspector Cc D. Robert Nicetta file i TOWN OF NORTH ANDOVER OFFICE OF THE BUILDING DEPARTMENT COMMUNITY DEVELOPMENT AND SERVICES 27 CHARLES STREET NORTH ANDOVER,MASSACHUSETTS 01845 D. R. Nicetta, c`";oT"+yo Telephone(978)688-9545 Building Commissioner FAX(978)688-9542 s � ?i1 SS�cHus�� FAX TRANSMISSION I TIlvIE: I . DATE NO.OF PAGES TO: 1-t vt+��n� � � � f V►a }�c� � � FROM: SUBJECT: BUILDING DEPT FAX NUMBER 978-688-9542 Fax To: REMARKS: r � S I BOARD OF APPEALS 688-9541 BUILDINGS 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 TOWN OF NORTH ANDOVER OFFICE OF THE BUILDING DEPARTMENT COMMUNITY DEVELOPMENT AND SERVICES 27 CHARLES STREET NORTH ANDOVER, MASSACHUSETTS 01845 D. R. Nicetta, oT"+yo Telephone(978)688-9545 Building Commissioner FAX(978)688-9542 r � ��SS�cMug�� FAX TRANSNIISSION I TIME: I . DATE /;L 7j— (� NO. OF PAGES TO: FROM: G 0 �rul SUBJECT: BUILDING DEPT FAX NUMBER 978-688-9542 `J Fax To: REMARKS: BOARD OF APPEALS 688-9541 BUILDINGS 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 TOWN OF NORTH ANDOVER OFFICE OF THE BUILDING DEPARTMENT COMMUNITY DEVELOPMENT AND SERVICES 27 CHARLES STREET NORTH ANDOVER, MASSACHUSETTS 01845 D. R. Nicetta, p�µ;,TN 1yp Telephone(978)688-9545 Building Commissioner FAX(978)688-9542 o m tell x r ��SSwCNS 1r FAX TRANSMISSION TIME: I t DATE — ?-3 " NO.OF PAGES T0: �� S��h �a rq i5C I�5S © fes i I i FROM: V c Vl C C� �/il I SUBJECT: _ fy\e-ej t ,1 a 2- o BUILDING DEPT FAX NUMBER 978-688-9542 Fax To: Q (n REMARKS: BOARD OF APPEALS 688-9541 BUILDINGS 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 OF N r- q 4. g R Ol"l Ce of the wilding Departnen �A�°j 4e. `'Q"-� �ti�'l`F=i.ce o 400 ofigivood Street North A:€dover, N'Tas <wbusm,--As 01845 9S�ACHU�� S ' t '' its, ;';,r r s 7> . Buildin,C4FmIkY4:>if..ner t`".X `)-78)6SS-9 December 23,2004 Mr. Anthony DiNapoli 23 Central Street Andover,MA 0 18 10 RE:Meeting of 12/22/2004 Dear Mr. DiNapoli: In regards to the above noted meeting with yourself,Andy, Tom Galvin,Ned Caruso,Bob Nicetta and myself the following are the points touched upon'and what the building department will be needing in order to put this project back on track for a timely completion. 1) The evaluation of the structure as it currently stands is or should already be under way by a structural engineer as Andy stated and which the building department had already requested. 2) When construction resumes on this project,due to its unique size and complexity will continue to be under controlled construction,which requires regular visits from the appropriate engineers and reports sent to the building department,which previously was not being done. 3) The plans submitted on 12/20/04 are once again incomplete as many pages with important information and details are missing thus making a complete review impossible. 4) The.plans, once complete will require a peer review by independent engineers the burden of which is on the owner of the property. 5) There has been structural laminated lumber on site for a considerable length of time and if these pieces are to be used they will need to be evaluated for integrity by a design professional. As stated at the meeting the departments only goal is to get this project back on track safely and with the appropriate plans and specifications as required by the state building code which is a minimum requirement. I hope that this letter will assist you in getting the project back on track. Should you have any further questions I may be reached at 978-688-9545 between the hours of 8:30— 10:00 AM. Respectfully, Michael McGuire Local Building Inspector cc Robert Nicetta LaGrasse&Assoc. file HP Fax K1220xi Log for NORTH ANDOVER 9786889542 Dec 23 2004 11:41am Last 30 Transactions Date Time Type Identification Duration Pages Result Dec 21 11:54am Received 9786851099 0:50 2 OK Dec 21 12:23pm Fax Sent 817813959154 0:54 1 OK Dec 21 3:32pm Received 1:00 1 OK Dec 21 3:50pm Received 1:53 2 OK Dec 21 4:53pm Received 1:00 1 OK Dec 21 5:28pm Received 1:53 2 OK Dec 22 9:35am Received 9784439262 3:02 7 OK Dec 22 10:29am Received 0:38 0 No fax Dec 22 10:30am Received 603-659-0418 0:28 1 OK Dec 22 11:O1am Fax Sent 89786889594 0:20 1 OK Dec 22 11:05am Received 0:42 1 OK Dec 22 11:44am Fax Sent 819785328410 1:44 2 OK Dec 22 11:46am Fax Sent 89789752181 1:30 2 OK Dec 22 11:48am Fax Sent 819783411797 1:09 2 OK Dec 22 11:50am Fax Sent 816173424950 0:54 2 OK Dec 22 1:13pm Fax Sent 89782586134 0:00 0 No answer Dec 22 2:38pm Fax Sent 556 0:32 2 OK Dec 22 3:02pm Received 978 266 4356 0:34 1 OK Dec 22 3:32pm Received 0:31 1 OK Dec 22 3:41pm Received 9786889522 1:56 4 OK Dec 23 8:03am Received 508 475 7169 0:52 1 OK Dec 23 9:22am Received 978 409 6122 0:22 1 �OK Dec 23 9:27am Received 978 409 6122 0:39 1 OK Dec 23 9:30am Received 978 409 6122 0:22 1 OK Dec 23 9:33am Fax Sent 819784650176 0:42 2 OK Dec 23 10:08am Fax Sent 89787940231 0:49 3 OK Dec 23 11:10am Fax Sent 819786851268 0:20 1 OK Dec 23 11:37am Received 9785578160 0:51 2 OK Dec 23 11:39am Fax Sent 89784702452 0:38 2 OK Dec 23 11:40am Fax Sent 89784703670 0:41 2 OK Offif e of the.Buildung Department Comannnith, Deveiop-nneirt anud Sei.-vices low, 400 Osgood stret!. 4 - N tisk & do h i E), Rolyen Nice!,W, 978)(,Sg-9545 h'z§i1fVPq" Cr unnissioner jl,"'VX 97S)69S-95:42 December 23,2004 Mr. Anthony DiNapoli 23 Central Street Andover, MA 01810 RE: Meeting of 12/22/2004 Dear Mr. DiNapoli: In regards to the above noted meeting with yourself, Andy,Tom Galvin,Ned Caruso,Bob Nicetta and myself the following are the points touched upon and what the building department will be needing in order to put this project back on track for a timely completion. 1) The evaluation of the structure as it currently stands is.or should already be under way by a structural engineer as Andy stated and which the building department had already requested. 2) When.construction resumes on this project,due to its unique size and complexity will continue to be under controlled construction,which requires regular visits from the appropriate engineers and reports sent to the building department,which previously was not being done. 3) The plans submitted on 12/20/04 are once again incomplete as many pages with important information and details are missing thus making a complete review impossible. 4) The plans, once complete will require a peer review by independent engineers the burden of which is on the owner of the property. .5) There has been structural laminated lumber on site for a considerable length of time and if . these pieces are to be used they will need to be evaluated for integrity by a design professional. As stated at the meeting the departments only goal is to get this project back on track safely and with the appropriate plans and specifications as required by the state building code which is a minimum requirement- I hope that this letter will assist you in getting the project back on track. Should you have any finther questions I may be reached at 978-688-9545 between the hours of 8:30— 10:00 AM. Respectfully, Michael McGuire Local Building Inspector cc Robert Nicetta LaGrasse.&Assoc. file TOWN OF NORTH ANDOVER o� NOR7if q Office of the Building Department ar ee, o � Community Development and Services a 400 Osgood Street x c North Andover Massachusetts 01845 Alfto �SS�c"US D. Robert Nicetta, Telephone(978)688-9545 BuiMIg Commissioner FAX(978)688-9542. December 23, 2004 Mr. Anthony DiNapoli 23 Central Street Andover,MA 01810 RE: Meeting of 12/22/2004 Dear Mr. DiNapoli: In regards to the above noted meeting with yourself, Andy, Tom Galvin,Ned Caruso,Bob Nicetta and myself the following are the points touched upon and what the building department will be needing in order to put this project back on track for a timely completion. 1) The evaluation of the structure as it currently stands is or should already be under way by a structural engineer as Andy stated and which the building department had already requested. 2) When construction resumes on this project,due to its unique size and complexity will continue to be under controlled construction,which requires regular visits from the appropriate engineers and reports sent to the building department,which previously was not being done. 3) The plans submitted on 12/20/04 are once again incomplete as many pages with important information and details are missing thus making a complete review impossible. 4) The plans,once complete will require a peer review by independent engineers the burden of which is on the owner of the property. 5) There has been structural laminated lumber on site for a considerable length of time and if these pieces are to be used they will need to be evaluated for integrity by a design professional. As stated at the meeting the departments only goal is to get this project back on track safely and with the appropriate plans and specifications as required by the state building code which is a minimum requirement. I hope that this letter will assist you in getting the project back on track. Should you have any further questions I may be reached at 978-688-9545 between the hours of 8:30— 10:00 AM. Respectfully, Michael McGuire Local Building Inspector cc Robert Nicetta LaGrasse&Assoc. file TOWN OF NORTH ANDOVER ttoRty Office of the Building Department Community Development and Services 27 Charles Street e ' North Andover'Massachusetts 01845 ' °*A �^•°�^�°' ' D.Robert Nicetta, Telephone(978)688-9545 Building Commissioner FAX(978)688-9542 March 22,2004 Mr. Anthony Dinapoli 440 Great Pond Road North Andover,MA 01845 RE: Ongoing work at 440 Great Pond Road Dear Mr. Dinapoli: Please be advised that upon an inspection at the above referenced site it has been observed that work is progressing in violation of the submitted plans. The work that has been done does not match with the submitted plans or materials specified on the drawings. Please be aware that this department is issuing a STOP WORK ORDER. Please be further advised that due to the complexity and design of the structure this department is requiring a new full set of drawings and specifications stamped by registered design professionals in the areas of structural and mechanical. This STOP WORK ORDER is being issued under the MA State Building Code Chapter 1 Section 111.12 Revocation of permits which states"The building official shall revoke a permit or approval issued under the provisions of 780 CMR in case of any false statement or misrepresentation of fact in the application or on the plans on which the permit or approval was based." I may be reached at 978-688-9545 between the hours of 8:30—10:00 AM Monday thru Friday. Respectfully, Michael McGuire Local Building Inspector Cc Ruben Piedade Joseph D. LaGrasse Assoc. file TOF►Tt'N OF NORTH ANDOVER F KoeTH � Office of the wilding Department O A Community Development and Services � �► 27 Charles Street a North Andover Massachusetts 0184 rID °�°°• HU <fi� D.Robert Nicetta, Telephone(978)688-9545 Building Commissioner FAX(978)588-9542 September 30,2004 Joe LaGrasse&Assoc. One Elm Square Andover,MA 01810 RE:Dinapoli Residence 440 Great Pond Road Dear Mr.LaGrasse: Please allow this letter to serve as notice that the above noted project is in dire need of weather tight completion before winter arrives to protect the property for the investment that it is.To that end,this department has been requesting a final and complete set of drawings and specifications.We fully realize that there have been numerous changes by the owner,which is slowing the completion of the drawings,but the owner must be made to understand that if this project is to have its final building permit and continue with construction than the time for changes must end soon. Please note that this department cannot and will not be responsible for any damage incurred to the structure by the weather while we await the final and complete set of plans are received and reviewed by this department. Respectfully, Michael McGuire Local Building Inspector i TOWN OF NORTH ANDOVER � NottT11 A Office of the Building Department Community Development and Services 400 Osgood Street » North Andover,Massachusetts 03845 ��SS+cHus t� D.Robert Nicetta, Telephone(978)688-9545 BuiUng Commissioner FAX(978)688-9542 December 23, 2004 Mr. Anthony DiNapoli 23 Central Street Andover, MA 01810 RE: Meeting of 12/22/2004 Dear Mr. DiNapoli: In regards to the above noted meeting with yourself,Andy,Tom Galvin,Ned Caruso, Bob Nicetta and myself the following are the points touched upon and what the building department will be needing in order to put this project back on track for a timely completion. 1) The evaluation of the structure as it currently stands is or should already be under way by a structural engineer as Andy stated and which the building department had already req�uested.., x. 2) When construction resumes on this project, due to its unique size and complexity will be under f controlled construction,which requires regular visits from the appropriate engineers and ter,r reports sent to the building department. 3) The plans submitted on 12/20/04 are once again incomplete as many pages with important information and details are missing thus making a complete review impossible. 4) The plans, once complete will require a peer review by independent engineers the burden of which is on the owner of the property. 5) There has been structural laminated lumber on site for a considerable length of time and if these pieces are to be used they will need to be evaluated for integrity by a design professional. As stated at the meeting the departments only goal is to get this project back on track safely and with the appropriate plans and specifications as required by the state building code which is a minimum requirement. I hope that this letter will assist you in getting the project back on track. Should you have any further questions I may be reached at 978-688-9545 between the hours of 8:30— 10:00 AM. Respectfully, Michael McGuire Local Building Inspector cc Robert Nicetta LaGrasse&Assoc. file TOWN OF NORTH ANDOVER F NOaT1,� Office of the Building Department Community Development and Services p 400 Osgood Street A North Andover,Massachusetts 01845 �Aran ,SSACHUS�S D.Robert Nicetta, Telephone(978)688-9545 Building Commissioner TAX(978)688-9542 November 12, 2004 RE: 440 Great Pond Road Dear Mr. LaGrasse: Please accept this letter as a request for the plans and specifications for the above noted project. As this project is currently under a stop work order and only foundation work on the front and rear of the structure may be worked on,time is of the essence since winter is fast approaching. Please be aware that this structure has been open to the weather for far to long and serious damage may be occurring to the structural members, which will render the structure unsafe. The Town of North Andover Building Department cannot and will not be held responsible for the structural damage that the building is or will suffer due to the weather. Until the plans, specifications and details are submitted no further work will be allowed. This project has been ongoing for to long and must be remedied in a timely manner for all parties involved. Please be aware that I spoke with Tom Galvin on 11/9 and he had mentioned that the plans should be ready by 11/10. Thank you in advance for your cooperation in this.matter. Respectfully, Michael McGuire Local Building Inspector By fax& certified mail Cc D. 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EATMIOP, eOL()Vm u A1�aarar 13us�ncss ��M4-t 1 N G �1cTtPLs t] U�hc.�Sr'!G� 3 'i?c rrl) TK t dcvtl) D N r!i{s�1 IUf:S �.�tQ'S � LGA'O�C. • 5tKMt� zxi0 p�v8� 2'x�Z Zjp -tupE TrIXL QIWI abtST(FX,m&-) l 41 A NGtE st"fm° PIAN V I EV) Ftlrtz uk-Lot ro CouvMPJ cod } � i 57UCS I/ tI E � 10 r _Rx ISM AASt �' Z7 l2�t wl r• ! • � � l2nla� COL OMA Fl"Wt�;trj —4L— TY PI CAL Ccs N hl ur—il o d AT r�AC j3 F r .. Q L1 Q=S t Q"GE _ Job Humber —1 UK, F _ . Q tits? A_ —_. _ Sheet of Representmiee . __ By —S-LdL CA-R -kO— Dale -- RE: 440 Great Pond Road Meeting of 9/24/04 Present: Tom of LaGrasse Assoc. Architects Bldg Commissioner Bob Nicetta Local Inspector Mike McGuire The reason for the meeting was to discuss where the plans and requested details are. Also at what point in construction was the project in regards to a safety factor. Tom stated that they had just met.with the owner a day before and have new changes that affect structural as well as architectural s drawin g g and that when they talk with the owner the week of 9/28 they are going to have the owner sign a form stating that no more changes will be allowed. The following is a list of the points touched on at the meeting and what this department will be looking for. 1) Complete set of plans with details throughout and structural and architectural stamps and with hvac, plumbing and electrical details and calculations. 2) Calculations on dimensional lumber, lvl's, tgi's, roof and floors, wind, snow and earthquake etc. 3) Sprinkler plans and calculations 4) Complete specifications on building 5) Masscheck energy compliance report. It was discussed that if the above noted items can not be done in a timely manner, a stop work order will be issued. It was further discussed that before the winter sets in we will need the structural engineer to inspect and recommend a way to secure the structure until such time as all the above is completed, reviewed and a new permit issued. 9/30/04 @a 1:35 pm Joe we need to set up a meeting on this project Fri AM Did Mr. Dinapoli agree to no more changes ? I have called twice on this since Thursday please call back. Thanks, Mike